20201495 Ver 1_Pindell Culvert attachments_20231117

Smith
Pre -Construction Notification and Preliminary Jurisdictional Determination
Request
To:
Emily Greer
U.S. Army Corps of Engineers
Charlotte Regulatory Field Office
8430 University Executive Park Drive, Suite 615
Charlotte, North Carolina 28262
From: Jason Hales — CDM Smith
Date: November 17t", 2023
Sue Homewood
NC Division of Water Resources
Mooresville Regional Office
610 East CenterAvenue, Suite 301
Mooresville, NC 28115
Subject: Pre -Construction Notification and Preliminary Jurisdictional Determination Request
Pinedell Avenue Culvert Replacement
Union County, North Carolina
To Emily Greer,
On behalf of the City of Charlotte (City), CDM Smith Inc. (CDM Smith) is pleased to submit this pre -
construction notification (PCN) and preliminary jurisdictional determination (PJD) request
concerning the Pinedell Avenue Culvert Replacement project in Union County, North Carolina
(Figure 1). We are requesting concurrence from the U.S. Army Corps of Engineers (USACE) that the
activities proposed below may proceed under a Nationwide Permit and concurrence from the NC
Division of Water Resources (NCDWR) that the activities proposed below may proceed under an
Individual Water Quality Certification. A NCDWR pre filing meeting request was submitted on
January 20th, 2023 (confirmation e-mail attached).
Project Purpose and Need
The City of Monroe proposes to replace the culvert and widen Pinedell Avenue at the crossing of
Dry Fork (at 35.016713,-80.593093). There is currently a structurally deficient culvert that needs
to be replaced and enlarged to safely pass the design storm flows for the roadway crossing. The
roadway needs to be widened to two travel lanes to meet city traffic standards.
Project Description
The project include replacement of the existing 8.3' x 6.7' x 16' reinforced concrete box culvert
(RCBC) with a new double 10' x 7' x 60' and 10' x 9' x 60' RCBC; replacement of an existing 15-inch
sanitary sewer line; and the addition of another travel lane. Culvert information is shown on Sheets
5, C-1, C-2, C-3, and C-4 of the attached design plans. Sewer line replacement information is shown
on Sheets UC-1 and UC-2 of the attached design plans. The new double 10' x 7' x 60' and 10' x 9' x

Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
60' culvert will be placed in the same general alignment as the existing culvert. Fill will be added to
grade on the upstream and downstream ends of the culvert. Class A rip rap will be placed on the
downstream end of the culvert for flow dispersion and structure protection. Low stream flow will
be isolated into the 10' x 9' x 60' barrel. The low flow barrel will be buried 1' below the stream bed
and a 6-inch sill will be placed on the outlet end to retain streambed material. The low flow barrel
will be backfilled with material that is excavated from the stream or floodplain and may be
supplemented with rip rap if needed to expedite the establishment of a natural stream bed. The 10'
x 7' x 60' barrel will function during high flow and will be approximately 1' above the existing
streambed elevation. Floodplain benches will be constructed of Class A rip rap at the inlet and
outlet of the high flow barrel. A temporary bypass channel will be installed for the culvert
replacement. Prior to installation of the temporary bypass channel the 15-inch sewer line will be
replaced using impervious dikes as shown on Sheet EC-4 of the attached Erosion and Sedimentation
Control Plans. These dikes will also be used to install the bypass channel. The bypass channel will
be lined with geotextile fabric and Class B rip rap. For the culvert replacement an additional dike
will be installed downstream of the culvert and the most upstream dike will be removed.
There are approximately 1.2 acres of ground disturbance planned. The construction period is
estimated to be approximately 15 months, with temporary stream impacts in place for less than 90
days. Each individual temporary impact would be limited to a short time, just enough to install the
infrastructure. Standard construction and pipe installation equipment such as cranes, excavators,
dump trucks, and similar vehicles will be used for the project. Proper erosion and sedimentation
control measures will be employed throughout the project. All work will be done in the dry.
Jurisdictional Features
The PSA consists of paved roadways and right-of-way, a maintained power line easement, young
pine plantation, young mixed hardwoods, residential yards, wetlands and streams (Figure 2).
Figures 3 through 6 show the USGS topographic, USDA Soils survey, NWI wetland, and preliminary
wetland boundary mapping for the site.
Mr. Jason Hales of CDM Smith conducted a wetland delineation within the approximately 2.3-acre
Project Study Area (PSA) on June 161h, 2022. One wetland area, one perennial stream and one
intermittent stream were identified in the PSA during the delineation. The forested wetland
adjacent to Dry Fork contains primarily green ash canopy trees with a Chinese privet understory.
During the delineation, stream channels and wetland systems within the PSA were delineated and
described in the field according to the U.S. Army Corps of Engineers (USACE) 1987 Wetland
Delineation Manual and the 2012 Regional Supplement to the Corps of Engineers Wetland
Delineation Manual: Eastern Mountains and Piedmont Region (Version 2.0). During the delineation,
stream and wetland boundaries were marked in the field with numbered plastic surveyor's flagging
and recorded with a survey -grade handheld GPS with sub -meter accuracy. Wetland hydrology
indicators, hydrophytic vegetation, and hydric soils were observed in the wetland areas. Wetland
determination data forms were collected at representative locations and NCDWQ stream
identification forms were collected at each stream location (attached). Representative photos are
attached. Table 1 provides a summary of the delineated features within the PSA.

Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
Table 1. Summary of potential waters of the United States in the PSA
Size of
Class of
Feature
Wetland/Stream
Latitude
Longitude
Coclass
resource
aquatic
name/number
class
in study
Type
area
resource
(acre)
Non -Section
WA
Wetland
35.016428
-80.592783
PFO
0.06
10/non-
tidal
Non -Section
248 LF
SA
Perennial
35.016558
-80.593039
R31JBH
10/non-
(0.05 acre)
tidal
Non -Section
168 LF
SB
Intermittent
35.016841
-80.593229
R4SBC
10/non-
(0.01 acre)
tidal
LF: linear feet
Proposed Impacts
Permanent and temporary impacts to streams would be necessary for the culvert replacement. The
existing and proposed culvert information is shown in Table 2 below. The proposed stream impacts
are described below, summarized in Table 3 below and shown on the attached proposed impacts
figure (Sheet EC-4). Culvert details are shown on Sheets 5, C-1, C-2, C-3, and C4.
Table 2. Summary of Existing and Proposed Culverts
Culvert Number
Existing (W,H,L)
Proposed (W,H,L)
Stream Name
Double: 10' x Tx 60'
1
8.3' x 6.7' x 16' RC
SA (Dry Fork)
and 10'x 9'x 60'RCB

Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
Stream Impacts
There are 109-linear feet of proposed permanent stream impacts for the culvert replacement and
sewer line installation. (Impact numbers S3, S4, S5, and S6). The proposed permanent stream
impacts are for culvert and rip rap protection/floodplain bench installation. There are a total of
162-linear feet of proposed permanent stream impacts.
There are 190-linear feet of proposed temporary stream impacts for construction access,
dewatering, and sewer line installation (Impact numbers S1, S2, and S7). Following installation of
the culvert and sewer line, temporarily impacted stream banks will be restored through regrading,
seeding and woven coir fiber mat (typical detail shown on sheet EC-3). The streambed in areas of
proposed temporary stream impacts will be restored to pre -project elevations and widths using
natural stream bed material. Temporary stream impacts would be in place for less than 90 days.
There are a total of 299-linear feet of proposed permanent and temporary stream impacts.
Table 3. Stream Impacts Summary
Impact
Number
Impact
Type
Stream
Name
Stream
Type
Impact Type
Average
Stream
Width
(feet)
Impact
Length
(if)
Impact
Size
(sgft)
Impact
Size
(acres)
S1
Temp
SA
Per
Dewatering, sewer
line, bypass
8
33
470
0.011
S2
Temp
SB
Int
Dewatering, sewer
line
3
83
212
0.005
S3
Perm
SA
Per
Rip rap
8
29
26
0.001
S4
Perm
SA
Per
Culvert
9
22
181
0.004
S5
Perm
SA
Per
Culvert
10
18
194
0.004
S6
Perm
SA
Per
Rip rap
12
40
416
0.010
S7
Temp
SA
Per
Dewatering, bypass
9
34
163
0.004
Total Permanent Stream Impacts
109
817
0.019
Total Temporary Stream Impacts
190
1,261
0.030
Total Combined Stream Impacts
299
2,078
0.049
If: linear feet; sqft: square feet

Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
Avoidance and Minimization
The proposed stream impacts have been kept to the minimum possible to allow for the culvert and
sewer infrastructure installation. Most of the planned infrastructure replacement is within the
currently maintained roadway, sewer, and power easements. The proposed impact amounts would
be a maximum of potential impacts to the features. The actual construction efforts to replace the
infrastructure will likely require less than the proposed totals. Land clearing will be the minimum
necessary to install the infrastructure. Across stream channels, stumps will be grubbed only as
needed to install the infrastructure, and remaining stumps will be cut off at grade level.
Temporarily impacted stream banks will be restored through regrading, seeding and woven coir
fiber mat. All work in or adjacent to streams will be conducted so that the flowing stream does not
come in contact with the disturbed area. There will be no change in pre -construction contours of
waters of the United States in temporarily impacted areas. Erosion control matting that
incorporates plastic mesh and/or plastic twine will not be used along streambanks. All mechanized
equipment operated near surface waters shall be inspected and maintained regularly to prevent
contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
Construction shall be staged in order to minimize the exposure of equipment to surface waters to
the maximum extent practicable.
Mitigation
Mitigation is not proposed at present due to the limited nature of the proposed impacts and existing
use of the roadway culvert and sewer system. The proposed impacts will be the minimum
necessary to replace the culvert and sewer line.
Threatened and Endangered Species
A biological assessment for potential effects to endangered or threatened species was submitted to
the US Fish and Wildlife Service (USFWS) Asheville Field Office for review on April 6th, 2023. The
biological assessment included a field reconnaissance survey for potential threatened and
endangered species and habitats conducted in the project area June 16th, 2022. A response was
received from USFWS on May 23rd, 2023 (attached) recommending tree clearing outside of the
active season for tricolored bat from April 1st to October 15th. Additionally recommended is that the
culvert be inspected for evidence of bat use (guano, staining, live or dead bats) within 14 days prior
to the replacement and notify the USFWS Ashville Field Office of the findings. Although tricolored
bat is "proposed for listing" and not currently afforded legal protection under the Endangered
Species Act, these impact minimization measures would support USFWS concurrence with a "may
affect, not likely to adversely affect" determination should this species become listed in the future.
The proposed action is not likely to adversely affect any federally listed endangered or threatened
species, their formally designated critical habitat, or species currently proposed for listing; and the
requirements of section 7(a)(2) of the Endangered Species Act have been satisfied for the project.
Historical and Cultural Resources
The NC State Historic Preservation Office (NCSHPO) HPOWEB 2.0 mapper
http: //gis.ncdcr.gov/hpoweb/ was reviewed on January 4th, 2023. No historical or cultural sites
were shown mapped in the project area (Figure 7).

Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
Should you have any questions or require additional information following your review of the
enclosed materials, please contact me at 910-520-1832 or [e-mail].
Sincerely,
69,0.. q��
Jason Hales
Wetland Scientist
CDM Smith
Attachments: Photographs
Figure 1- Site Location Map
Figure 2 - Project Study Area Map
Figure 3 - USGS Topographic Map
Figure 4 - USDA MRCS Soil Survey Map
Figure 5 - USFWS NWI Map
Figure 6 - Preliminary Wetland Boundary Map
Figure 7 - NCSHPO GIS Data August 1st, 2022 Map
NCDWR Pre -filing Meeting Request received email dated January 20th, 2023
Proposed Impacts Figure (ES&C Sheet EC-4)
USFWS response e-mail May 23rd, 2023
Wetland Determination Forms
NCDWQ Stream Identification Forms
Jurisdictional Determination Request Form
Preliminary Jurisdictional Determination Request Form
Agent Authorization Form
Design, Utility and Erosion and Sedimentation Control Plans
Plans July 2023

Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
Photographs
Photo 1: View north of Dry Fork crossing from Pinedell Avenue.
Photo 2: View south of Dry Fork crossing from Pinedell Avenue.

Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
Photo 3: View east of powerline easement from Pinedell Avenue.
Photo 4: View west of powerline easement from Pinedell Avenue.

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Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
Photo 9: View downstream of intermittent stream SB in powerline easement looking south towards
Dry Fork (SA).
Photo 10: View of soils at upland data point DP-01-Up (near Wetland WA).

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Pinedell Avenue Culvert Replacement
Pre -Construction Notification and Preliminary Jurisdictional Determination Request
November 171h, 2023
Photo 13: View of vegetation at wetland data point DP-02-Wet (wetland WA).

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Union County, North Carolina
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Pinedell Avenue Culvert Replacement
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Pinedell Avenue Culvert
NCDWR Pre -Filing Meeting
Request

Hales, Jason C.
From: 401 PreFile <401 [e-mail]>
Sent: Friday, January 20, 2023 12:36 PM
To: Hales, Jason C.
Subject: Automatic reply: [External] 401/Buffer Pre -filing Meeting Request
This email confirms receipt of your pre -filing meeting request. Please retain this email for your records and
submit this documentation as part of your 401 application (PCN Application) as required by federal law. DWR
will not be able to accept your application without this federally required documentation. 401 applications
received without documentation that a pre -filing meeting request was submitted at least 30 days prior will be
returned as incomplete.
Responses to this email are not monitored.
If you need to contact 401/Buffer Permitting Staff, please use the following link(s) to access of staff contact
list(s).
For Non -Transportation Central Staff:
httos://deg.nc.gov/about/divisions/water-resources/water-quality-permitting/401-buffer-permitting/401-
buffer-permitting-contacts
For Non -Transportation Regional
Staff: https://edocs.deg.nc.gov/WaterResources/DocView.asox?dbid=0&id=2162034&cr=1
For all Transportation Projects Including NCDOT Projects:
httos://deg.nc.gov/about/divisions/water-resources/water-resources-permits/transportation-
pe r m itt i ng/staff-contacts

Pinedell Avenue Culvert
Proposed Impacts Figure
(ES&C Sheet EC-4)

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Pinedell Avenue Culvert
USFWS response e-mail
May 23, 2023

Hales, Jason C.
From: Hamstead, Byron A <[e-mail]>
Sent: Friday, May 12, 2023 7:39 AM
To: Hales, Jason C.
Subject: Re: [EXTERNAL] RE: City of Monroe — Pinedell Avenue Culvert Replacement
Hey Jason,
We offer the following comments/concurrence to inform prudent effect determinations to listed species from the
appropriate action agency:
Based on the information provided, suitable forage and/or tree roosting habitat (albeit low quality) for the proposed
endangered tricolored bat (Perimyotis subflavus), may occur within the proposed action area (50CFR 402.02). The
proposed action area also contains at least one manmade structure (concrete box culvert) that may provide suitable
roosting habitat for this animal. To avoid impacts to this species, we encourage project proponents to accomplish any
necessary tree clearing outside of the "active season" for this animal. The active season for tricolored bat occurs during
the warmer time of year from April 1 - October 15. We also ask that the culvert be inspected for evidence of bat use
(guano, staining, live or dead bats), within 14d prior to project -mediated impacts to the culvert (culvert replacement)
and notify this office of your findings. Although this species is not currently afforded legal protection under the
Endangered Species Act, this impact minimization measure would support our concurrence with a "may affect, not likely
to adversely affect" determination from the appropriate action agency should this species become listed in the future. If
the proposed action would not affect suitable habitat for this animal, we would not object to a "no effect"
determination from the appropriate action agency.
Based on the information provided, suitable habitat occurs within the proposed action area for the federally endangered
Schweinitz's sunflower (Helianthus schweinitzii) and Michaux's sumac (Rhus michauxii). To inform prudent effect
determinations for these species, targeted botanical surveys should be accomplished during the appropriate
timeframe. You can find survey windows for listed plant species below. If no evidence of these plants are detected
during the appropriate timeframe(s), we would concur with may affect, not likely to adversely affect determinations
from the appropriate action agency.
https://www.fws.gov/storv/2022-03/north-carolinas-federally-threatened-endangered-and-risk-plant-species
The information provided indicates that suitable habitat is not present within the proposed action area for any other
federally listed species. Please be aware that obligations under section 7 of the Act must be reconsidered if: (1) new
information reveals impacts of the identified action may affect listed species or critical habitat in a manner not
previously considered, (2) the identified action is subsequently modified in a manner that was not considered in this
review, or (3) a new species is listed or critical habitat is determined that may be affected by the identified action.
Please contact me if you have any questions.
Regards,
Byron
Byron Hamstead
(he/him/his)

Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and maybe disclosed to third
parties.
From: Hamstead, Byron A <byron_hamstead @fws.gov>
Sent: Saturday, April 15, 2023 8:23 AM
To: Hales, Jason C. <[e-mail]>
Subject: Re: [EXTERNAL] RE: City of Monroe — Pinedell Avenue Culvert Replacement
Thanks Jason,
We have added this request to our list and will respond in 30d (from date sent).
Regards,
Byron
Byron Hamstead
(he/him/his)
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and maybe disclosed to third
parties.
From: Hales, Jason C. <[e-mail]>
Sent: Thursday, April 6, 2023 1:55 PM
To: Hamstead, Byron A <byron_hamstead @fws.gov>
Subject: RE: [EXTERNAL] RE: City of Monroe — Pinedell Avenue Culvert Replacement
Hi Byron, this one was delayed for a bit. We're over 2 years on your last review. Here's an updated BA/survey report.
The project is still the same. We've expanded the project area a little. I was out there on June 16th, 2022 and did not see
either plant. I've added the Tri-colored bat and Monarch butterfly to this one as well. I've been listing the tree clearing
widow for NLEB for tri-colored bat (as you saw on the Eastover Medical Park report I sent you). I'm assuming they will be
officially endangered soon... possibly before the projects get started. If you have any additional guidance on tri-colored
bat please let me know. I have a few projects in NC I've sent in to USFWS with tri-colored and you're the only one who
has responded yet. Let me know if you have any questions/ comments. Thanks for your review.
Jason Hales, PWS
Coastal Wetland Scientist
CDM Smith 1 5400 Glenwood Ave., Suite 400 1 Raleigh, NC 27612
t: 919.325.3588 1 c: 910.520.1832 1 [e-mail]

From: Hamstead, Byron A <byron_hamstead @fws.gov>
Sent: Monday, November 23, 2020 11:23 AM
To: Hales, Jason C. <[e-mail]>
Subject: Re: [EXTERNAL] RE: City of Monroe — Pinedell Avenue Culvert Replacement
So sorry for my delay Jason. I cannot find any record of a response to you on this one.
Based on the information provided, we do not believe that suitable habitat is present onsite for any federally protected
species and we require no further information at this time. Please be aware that obligations under section 7 of the
Endangered Species Act must be reconsidered if: (1) new information reveals impacts of this identified action that may
affect listed species or critical habitat in a manner not previously considered, (2) this action is subsequently modified in a
manner that was not considered in this review, or (3) a new species is listed or critical habitat is determined that may be
affected by the identified action.
Please contact me if you have any questions.
Regards,
Byron
Byron Hamstead
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and maybe disclosed to third
parties.
From: Hamstead, Byron A <byron ham stead @fws.eov>
Sent: Thursday, September 17, 2020 9:43 AM
To: Hales, Jason C. <[e-mail]>
Subject: Re: [EXTERNAL] RE: City of Monroe — Pinedell Avenue Culvert Replacement
got it thanks
d
Byron Hamstead
Fish and Wildlife Biologist
U.S. Fish and Wildlife Service
Asheville Ecological Services Field Office
160 Zillicoa Street
Asheville, North Carolina, 28801
This email correspondence and any attachments to and from this sender is subject to the Freedom of Information Act and maybe disclosed to third
parties.
3

From: Hales, Jason C. <[e-mail]>
Sent: Thursday, September 17, 2020 9:30 AM
To: Hamstead, Byron A <bvron ham stead @fws.eov>
Subject: [EXTERNAL] RE: City of Monroe — Pinedell Avenue Culvert Replacement
I
This email has been received from outside of DOI - Use caution before clicking on links, opening attachments, or
responding.
Whoops. Here's a copy with the IPaC. Thank you.
Jason Hales, PWS
Coastal Wetland Scientist
CDM Smith 1 5400 Glenwood Ave., Suite 400 1 Raleigh, NC 27612
t: 919.325.3588 1 c: 910.520.1832 1 [e-mail]
From: Hales, Jason C.
Sent: Thursday, September 17, 2020 9:20 AM
To: bvron [e-mail]
Subject: City of Monroe — Pinedell Avenue Culvert Replacement
Good morning Byron. I hope I found the correct person. We are assisting the City of Monroe with a culvert replacement
on Pindell Avenue. Attached is a threatened and endangered species/critical habitat review for the proposed project. A
brief project description is below. Please let me know if you have any questions or need anything else. Thank you.
Pinedell Avenue Culvert Replacement
The project consists of replacement of the existing 8.3' x 6.7' x 16' culvert on Pinedell Avenue with a new double 10' x 8'
x 60' precast concrete box culvert and the addition of a second travel lane. The crossing culvert needs to be enlarged to
safely pass the design storm flows for the roadway crossing. The roadway needs to be widened to two travel lanes to
meet City's traffic standards.
Jason Hales, PWS
Coastal Wetland Scientist
CDM Smith 1 5400 Glenwood Ave., Suite 400 1 Raleigh, NC 27612
t: 919.325.3588 1 c: 910.520.1832 1 [e-mail]

Pinedell Avenue Culvert
Wetland Determination
Forms and NCDWQ Stream
Identification Forms

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Proiect/Site: City of Monroe - Pinedell Avenue Culvert Replacement
Applicant/Owner: City of Monroe
City/County: Monroe/Union
State: NC
Sampling Date: 6/16/2022
_ Sampling Point: DP-01-Up
Investigator(s): Jason Hales Section, Township, Range:
Landform (hillslope, terrace, etc.): hillslope Local relief (concave, convex, none): convex
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.016891 Long: -80.592816
Soil Map Unit Name: Badin channery silty clay loam, 8 to 15 percent slopes, moderately eroded (BdB2) NWI classification:
_ Slope (%): _
Datum: NADs<
3-5
Are climatic / hydrologic conditions on the site typical for this time of year? Yes _ ✓- No _-1 (If no, explain in Remarks.)
Are Vegetation _F, Soil _�, or Hydrology F1 significantly disturbed? Are "Normal Circumstances" present? Yes _Z_ No
Are Vegetation 0 Soil —�, or Hydrology El naturally problematic? (If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes R No= Is the Sampled Area
Hydric Soil Present? Yes r No__J� within a Wetland? Yes El No _ ✓�
Wetland Hydrology Present? Yes = No
Remarks:
in Wetland WA
HYDROLOGY
nd Hyd
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (132)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (137)
Water -Stained Leaves (B9)
Aquatic Fauna (1313)
❑ True Aquatic Plants (1314)
❑ Hydrogen Sulfide Odor (Cl)
❑ Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
❑ Other (Explain in Remarks)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (138)
❑ Drainage Patterns (1310)
❑ Moss Trim Lines (1316)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑ Stunted or Stressed Plants (D1)
❑ Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑ FAC-Neutral Test (D5)
rieia ugservations:
Surface Water Present? Yes = No Depth (inches):
Water Table Present? Yes r No F Depth (inches):
Saturation Present? Yes _a No _ ✓a Depth (inches): Wetland Hydrology Present? Yes No _ ✓V
(includes caoillary fringe)
gauge, monitoring well, ae
ous Inspections i. It ava
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

VEGETATION (Five Strata) — Use scientific names of plants.
Sampling Point: DP-01-Up
Tree Stratum (Plot size: 30 ft )
1 Pinus taeda
2 Liquidambar styraciflua
3 Juniperus virginiana
6.
50% of total cover: 22.5
Sapling Stratum (Plot size: 15 ft )
1 Prunus serotina
2 Liquidambar styraciflua
4.
5.
6.
50% of total cover: 5
Shrub Stratum (Plot size: 15 ft )
1 Liquidambar styraciflua
2 Fraxinus pennsylvanica
3 Ligustrum sinense
4.
6.
50% of total cover: 10
Herb Stratum (Plot size: s ft )
1 Polystichum acrostichoides
2 Ligustrum sinense
3.
5.
6.
7.
9.
10.
11.
Absolute
Dominant Indicator
Dominance Test worksheet:
% Cover
Species?
Status
Number of Dominant Species
30
Yes
FAG
That Are OBL, FACW, or FAC: 6
10
Yes
FAC
Total Number of Dominant
5
No
FACU
Species Across All Strata: 10
45 = Total Cover
20% of total cover: 9
5 Yes FACU
5 Yes FAC
10 = Total Cover
20% of total cover: 2
10 Yes FAG
5 Yes FACW
5 Yes FAG
20 = Total Cover
20% of total cover: 4
5 Yes FACU
5 Yes FAG
10
50% of total cover: 5
Woody Vine Stratum (Plot size: 30 ft )
1 Lonicera japonica 5
3.
4.
5.
= Total Cover
20% of total cover: 2
Yes FACU
5 = Total Cover
50% of total cover: 2.5 20% of total cover: 1
Remarks: (Include photo numbers here or on a separate sheet.)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 60
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A)
Prevalence Index = B/A
(A)
(B)
(A/B)
(B)
Hydrophytic Vegetation Indicators:
❑ 1 - Rapid Test for Hydrophytic Vegetation
❑� 2 - Dominance Test is >50%
❑ 3 - Prevalence Index is 153.0'
❑ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
❑ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling — Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub — Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb — All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine — All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes P/1 NoF�
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

SOIL
Sampling Point: DP-01-Up
Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Typel Loc2 Texture Remarks
0-18+ 7.5Y 5/6 100 loam
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils':
❑ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (SS) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
❑ Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
❑ Thick Dark Surface (Al 2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Type
Depth (inches):
Remarks:
Hydric Soil Present? Yes _F-1 No 0
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

WETLAND DETERMINATION DATA FORM — Eastern Mountains and Piedmont Region
Proiect/Site: City of Monroe - Pinedell Avenue Culvert Replacement
Applicant/Owner: City of Monroe
City/County: Monroe/Union
State: NC
Investigator(s): Jason Hales Section, Township, Range:
Landform (hillslope, terrace, etc.): drainage Local relief (concave, convex, none): concave
Subregion (LRR or MLRA): LRR P, MLRA 136 Lat: 35.016372 L-80.592799
Soil Map Unit Name: Chewacla silt loam, 0 to 2 percent slopes, frequently flooded (ChA)
Are climatic / hydrologic conditions on the site typical for this time of year? Yes _
Are Vegetation _F, Soil _�, or Hydrology F1 significantly disturbed?
Are Vegetation 0 Soil -�, or Hydrology El naturally problematic?
ong.
Sampling Date: 6/16/2022
_ Sampling Point: DP-02-wet
NWI classification: PFo
_ Slope (%): _
Datum: NADs<
1-3
No -
r-1 (If no, explain in Remarks.)
Are "Normal Circumstances" present? Yes _i- i No
(If needed, explain any answers in Remarks.)
SUMMARY OF FINDINGS — Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes R No= Is the Sampled Area
Hydric Soil Present? Yes F Nowithin a Wetland? Yes 21 No
Wetland Hydrology Present? Yes -El- No
Remarks:
in Wetland WA
HYDROLOGY
nd Hyd
Surface Water (Al)
High Water Table (A2)
Saturation (A3)
Water Marks (131)
Sediment Deposits (132)
Drift Deposits (133)
Algal Mat or Crust (134)
Iron Deposits (135)
Inundation Visible on Aerial Imagery (137)
Water -Stained Leaves (B9)
Aquatic Fauna (1313)
❑ True Aquatic Plants (1314)
❑ Hydrogen Sulfide Odor (Cl)
❑ Oxidized Rhizospheres on Living Roots (C3)
Presence of Reduced Iron (C4)
Recent Iron Reduction in Tilled Soils (C6)
Thin Muck Surface (C7)
❑ Other (Explain in Remarks)
❑ Surface Soil Cracks (136)
❑ Sparsely Vegetated Concave Surface (138)
❑✓ Drainage Patterns (1310)
❑ Moss Trim Lines (1316)
❑ Dry -Season Water Table (C2)
❑ Crayfish Burrows (C8)
❑ Saturation Visible on Aerial Imagery (C9)
❑✓ Stunted or Stressed Plants (D1)
�✓� Geomorphic Position (D2)
❑ Shallow Aquitard (D3)
❑ Microtopographic Relief (D4)
❑✓ FAC-Neutral Test (D5)
rieia ugservations:
Surface Water Present? Yes = No Depth (inches):
Water Table Present? Yes r No F Depth (inches):
Saturation Present? Yes _a No _ ✓a Depth (inches): Wetland Hydrology Present? Yes No
(includes caoillary fringe)
gauge, monitoring well, ae
ous Inspections i. It ava
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

VEGETATION (Five Strata) - Use scientific names of plants.
Sampling Point: DP-12-wet
Tree Stratum (Plot size: 30 ft )
I. Fraxinus pennsylvanica
2.
3.
6.
50% of total cover: 12.5
Sapling Stratum (Plot size: 15 ft )
1.
2.
4.
5.
6.
50% of total cover: 0
Shrub Stratum (Plot size: 15 ft )
1 Ligustrum sinense
2.
3.
4.
6.
Absolute Dominant Indicator
% Cover Species? Status
25 Yes FACW
25 = Total Cover
20% of total cover: 5
0 = Total Cover
20% of total cover: 0
15 Yes FAG
15 = Total Cover
50% of total cover: 7.5
Herb Stratum (Plot size: 5 ft )
1 Impatiens capensis 45
2.
3.
5.
6.
7.
9.
10.
11.
50% of total cover: 22.5
Woody Vine Stratum (Plot size: 30 ft )
1.
3.
4.
5.
20% of total cover: 3
Yes FACW
45 = Total Cover
20% of total cover: 9
= Total Cover
50% of total cover: 20% of total cover:
Remarks: (Include photo numbers here or on a separate sheet.)
Dominance Test worksheet:
Number of Dominant Species
That Are OBL, FACW, or FAC: 3 (A)
Total Number of Dominant
Species Across All Strata: 3 (B)
Percent of Dominant Species
That Are OBL, FACW, or FAC: 100 (A/B)
Prevalence Index worksheet:
Total % Cover of:
Multiply by:
OBL species
x 1 =
FACW species
x 2 =
FAC species
x 3 =
FACU species
x 4 =
UPL species
x 5 =
Column Totals:
(A) (B)
Prevalence Index = B/A
Hydrophytic Vegetation Indicators:
❑ 1 - Rapid Test for Hydrophytic Vegetation
0 2 - Dominance Test is >50%
❑ 3 - Prevalence Index is 153.0'
❑ 4 - Morphological Adaptations' (Provide supporting
data in Remarks or on a separate sheet)
❑ Problematic Hydrophytic Vegetation' (Explain)
'Indicators of hydric soil and wetland hydrology must
be present, unless disturbed or problematic.
Definitions of Five Vegetation Strata:
Tree - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and 3 in.
(7.6 cm) or larger in diameter at breast height (DBH).
Sapling - Woody plants, excluding woody vines,
approximately 20 ft (6 m) or more in height and less
than 3 in. (7.6 cm) DBH.
Shrub - Woody plants, excluding woody vines,
approximately 3 to 20 ft (1 to 6 m) in height.
Herb - All herbaceous (non -woody) plants, including
herbaceous vines, regardless of size, and woody
plants, except woody vines, less than approximately 3
ft (1 m) in height.
Woody vine - All woody vines, regardless of height.
Hydrophytic
Vegetation
Present? Yes P/1 NoF�
US Army Corps of Engineers Eastern Mountains and Piedmont -Version 2.0

SOIL
Sampling Point: DP-02-wet
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color (moist) % Color (moist) % Type' Loc2 Texture Remarks
0-8 2.5Y 5/2 90 7.5YR 5/8 10 C M loam
12-20+ 2.5Y 6/2 85 7.5YR 5/8 15 C M loam
'Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. Location: PL=Pore Lininq, M=Matrix.
Hydric Soil Indicators:
Indicators for Problematic Hydric Soils3:
❑ Histosol (Al)
❑ Dark Surface (S7)
❑ 2 cm Muck (A10) (MLRA 147)
❑ Histic Epipedon (A2)
❑ Polyvalue Below Surface (SS) (MLRA 147, 148)
❑ Coast Prairie Redox (A16)
❑ Black Histic (A3)
❑ Thin Dark Surface (S9) (MLRA 147, 148)
(MLRA 147, 148)
❑ Hydrogen Sulfide (A4)
❑ Loamy Gleyed Matrix (F2)
❑ Piedmont Floodplain Soils (F19)
❑ Stratified Layers (A5)
❑✓ Depleted Matrix (F3)
(MLRA 136, 147)
❑ 2 cm Muck (A10) (LRR N)
❑ Redox Dark Surface (F6)
❑ Very Shallow Dark Surface (TF12)
❑ Depleted Below Dark Surface (A11)
❑ Depleted Dark Surface (F7)
❑ Other (Explain in Remarks)
❑ Thick Dark Surface (Al 2)
❑ Redox Depressions (F8)
❑ Sandy Mucky Mineral (S1) (LRR N,
❑ Iron -Manganese Masses (F12) (LRR N,
MLRA 147, 148)
❑ Sandy Gleyed Matrix (S4)
MLRA 136)
❑ Umbric Surface (F13) (MLRA 136, 122)
3Indicators of hydrophytic vegetation and
❑ Sandy Redox (S5)
❑ Piedmont Floodplain Soils (F19) (MLRA 148)
wetland hydrology must be present,
❑ Stripped Matrix (S6)
❑ Red Parent Material (F21) (MLRA 127, 147)
unless disturbed or problematic.
Restrictive Layer (if observed):
Tvpe:
Depth (inches):
Remarks:
Hydric Soil Present? Yes _F-1 No ❑
US Army Corps of Engineers Eastern Mountains and Piedmont —Version 2.0

NC DWQ Stream Identification Form Version 4.11
Date: 6/16/2022
Project/Site: Pinedell Ave./ SA per.
Latitude: 35.016558
Evaluator: Jason Hales
County: Durham
Longitude:-80.593039
Total Points:
Stream is at least intermittent if
35.0
r
Stream Determination: Perennial
Other: Bakers
e.g. Quad Name:
>_19 orperennial if>_30
I
I I
A. Geomorphology (Subtotal = 18.0 ) I Absent I Weak I Moderate I Strong I SCORE
1a. Continuous bed and bank
0
1
2
3
3
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -Channel structure: ex. riffle -pool, step -pool,
ripplepool sequence
0
1
2
3
2
4. Particle size of stream substrate
0
1
2
3
2
5. Active/relic floodplain
0
1
1 2
3
2
6. Depositional bars or benches
0
1
2
3
1
7. Recent alluvial deposits
0
1
2
3
2
8. Headcuts
0
1
2
3
0
9. Grade controls
0
1 0.5
1
1 1.5
1
10. Natural valley
0
1 0.5
1
1 1.5
1
11. Second or greater order channel
No = 0
Yes = 3
3
a artificial ditches are not rated; see discussions in manual.
B. Hydrology (Subtotal = 8.5 )
Absent
Weak
Moderate
Strong
SCORE
12. Presence of Baseflow
0
1
2
3
2
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaflitter
1.5
1
0.5
0
1.5
15. Sediment on plants or debris
0
0.5
1
1.5
1
16. Organic debris lines or piles
0
0.5
1
1.5
1
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3
C. Biolo Subtotal = 8.5
Absent
Weak
Moderate
Strong
SCORE
18. Fibrous roots in streambed
3
2
1
0
3
19. Rooted upland plants in streambed
3
2
1
0
3
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1 1
2
3
0
22. Fish
0
0.5
1
1.5
1
23. Crayfish
0
0.5
1
1.5
0.5
24. Amphibians
0
0.5
1
1.5
1
25. Algae
0
0.5
1 1
1 1.5
1 0
26. Wetland plants in streambed
FACW=0.75; OBL=1.5 Other=0
1 0 71
'perennial stream may also he identified using other methods. See p.35 of manual.
Notes:
Sketch:

NC DWQ Stream Identification Form Version 4.11
Date: 6/16/2022
Project/Site: Pinedell Ave./ SB int.
Latitude: 35.016841
Evaluator: Jason Hales
County: Durham
Longitude:-80.593229
Total Points:
Stream is at least intermittent if
17.0
r
Stream Determination: Intermittent
Other: Bakers
e.g. Quad Name:
>_19 orperennial if>_30
I
I I
A. Geomorphology (Subtotal = 8.5 ) I Absent I Weak I Moderate I Strong I SCORE
la. Continuous bed and bank
0
1
2
3
2
2. Sinuosity of channel along thalweg
0
1
2
3
1
3. In -Channel structure: ex. riffle -pool, step -pool,
ripplepool sequence
0
1
2
3
1
4. Particle size of stream substrate
0
1
2
3
1
5. Active/relic floodplain
0
1
1 2
3
1
6. Depositional bars or benches
0
1
2
3
0
7. Recent alluvial deposits
0
1
2
3
1
8. Headcuts
0
1
2
3
0
9. Grade controls
0
1 0.5
1
1 1.5
0.5
10. Natural valley
0
1 0.5
1
1 1.5
1
11. Second or greater order channel
No = 0
Yes = 3
0
a artificial ditches are not rated; see discussions in manual.
B. Hydrology (Subtotal = 5.5 )
Absent
Weak
Moderate
Strong
SCORE
12. Presence of Baseflow
0
1
2
3
0
13. Iron oxidizing bacteria
0
1
2
3
0
14. Leaflitter
1.5
1
0.5
0
1
15. Sediment on plants or debris
0
0.5
1
1.5
1
16. Organic debris lines or piles
0
0.5
1
1.5
0.5
17. Soil -based evidence of high water table?
No = 0
Yes = 3
3 7d
C. Biolo Subtotal = 3.0
Absent
Weak
Moderate
Strong
SCORE
18. Fibrous roots in streambed
3
2
1
0
1
19. Rooted upland plants in streambed
3
2
1
0
2
20. Macrobenthos (note diversity and abundance)
0
1
2
3
0
21. Aquatic Mollusks
0
1 1
2
3
0
22. Fish
0
0.5
1
1.5
0
23. Crayfish
0
0.5
1
1.5
0
24. Amphibians
0
0.5
1
1.5
0
25. Algae
0
0.5
1 1
1 1.5
1 0
26. Wetland plants in streambed
FACW=0.75; OBL=1.5 Other=0
1 0 71
'perennial stream may also he identified using other methods. See p.35 of manual.
Notes: This feature has been straightened and channelized so many geomorphic features are absent or weak. There is a
pond at the headwaters that causes disruptions in hydrology. Feature is shown on USGS topographic quadrangle.
Sketch:

Pinedell Avenue Culvert
Jurisdictional Determination
Request Form

urisdictional Determination Reauest
U5 Army Corps
of Engineers
Wilmington District
This form is intended for use by anyone requesting a jurisdictional determination (JD) from the
U.S. Army Corps of Engineers, Wilmington District (Corps). Please include all supporting
information, as described within each category, with your request. You may submit your request
via mail, electronic mail, or facsimile. Requests should be sent to the appropriate project
manager of the county in which the property is located. A current list of project managers by
assigned counties can be found on-line at:
http://www. saw.usace.army.mil/Missions/Re�zutatoryPet-rnitProuam/Contact/CounlyLocator.asl2x,
by calling 910-251-4633, or by contacting any of the field offices listed below. Once your
request is received you will be contacted by a Corps project manager.
ASHEVILLE & CHARLOTTE REGULATORY
FIELD OFFICES
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, North Carolina 28801-5006
General Number: [phone]
Fax Number: [phone]
RALEIGH REGULATORY FIELD OFFICE
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
General Number: [phone]
Fax Number: [phone]
INSTRUCTIONS:
WASHINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
General Number: [phone]
Fax Number: [phone]
WILMINGTON REGULATORY FIELD OFFICE
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
General Number: 910-251-4633
Fax Number: [phone]
All requestors must complete Parts A, B, C, D, E, F and G.
NOTE TO CONSULTANTS AND AGENCIES: if you are requesting a JD on behalf of a
paying client or your agency, please note the specific submittal requirements in Part H.
NOTE ON PART D — PROPERTY OWNER AUTHORIZATION: Please be aware that
all JD requests must include the current property owner authorization for the Corps to
proceed with the determination, which may include inspection of the property when
necessary. This form must be signed by the current property owner(s) or the owner(s)
authorized agent to be considered a complete request.
NOTE ON PART D - NCDOT REQUESTS: Property owner authorization/notification for
JD requests associated with North Carolina Department of Transportation (NCDOT)
projects will be conducted according to the current NCDOT/USACE protocols.
NOTE TO USDA PROGRAM PARTICIPANTS: A Corps approved or preliminary JD
may not be valid for the wetland conservation provisions of the Food Security Act of
1985. if you or your tenant are USDA Program participants, or anticipate participation in
USDA programs, you should also request a certified wetland determination from the local
office of the Natural Resources Conservation Service, prior to starting work.
Version: May 2017 Page 1

Jurisdictional Determination Request
A. PARCEL INFORMATION
Street Address: 1940 Pinedell Avenue
City, State:
Monroe, NC 28110
County: Union County
Parcel Index Number(s) (PIN): roadway right-of-wa
B. REQUESTOR INFORMATION
Name:
CDM Smith - Jason Hales
Mailing Address:
5400 Glenwood Avenue
Raleigh, NC 27612
Telephone Number:
910-520-1832
Electronic Mail Address:
[e-mail]
Select one:
❑ I am the current property owner.
✓❑ I am an Authorized Agent or Environmental Consultant'
❑ Interested Buyer or Under
Contract to Purchase
❑ Other, please explain.
C. PROPERTY OWNER INFORMATION
Name:
City of Monroe
Mailing Address:
300 West Crowell Street, PO Box 69
Monroe, North Carolina 28112
Telephone Number:
704-282-4581
Electronic Mail Address:
sstarnesCa monroenc.org
Must provide completed Agent Authorization Form/Letter.
2 Documentation of ownership also needs to be provided with request (copy of Deed, County GIS/Parcel/Tax Record).
Version: May 2017 Page 2

Jurisdictional Determination Request
D. PROPERTY ACCESS CERTIFICATION3,4
By signing below, I authorize representatives of the Wilmington District, U.S. Army Corps of
Engineers (Corps) to enter upon the property herein described for the purpose of conducting on -
site investigations, if necessary, and issuing a jurisdictional determination pursuant to Section
404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of 1899. 1, the
undersigned, am either a duly authorized owner of record of the property identified herein, or
acting as the duly authorized agent of the owner of record of the property.
Agent Authorization form attached
Print Name
Capacity: ❑ Owner ❑✓ Authorized Agents
11 /17/2023
Date
Signature
E. REASON FOR JD REQUEST: (Check as many as applicable)
❑ I intend to construct/develop a project or perform activities on this parcel which would be
designed to avoid all aquatic resources.
❑ I intend to construct/develop a projector perform activities on this parcel which would be
designed to avoid all jurisdictional aquatic resources under Corps authority.
❑ I intend to construct/develop a projector perform activities on this parcel which may
require authorization from the Corps, and the JD would be used to avoid and minimize
impacts to jurisdictional aquatic resources and as an initial step in a future permitting
process.
❑✓ I intend to construct/develop a project or perform activities on this parcel which may
require authorization from the Corps; this request is accompanied by my permit application
and the JD is to be used in the permitting process.
❑ I intend to construct/develop a project or perform activities in a navigable water of the
U.S. which is included on the district Section 10 list and/or is subject to the ebb and flow of
the tide.
A Corps JD is required in order obtain my local/state authorization.
I intend to contest jurisdiction over a particular aquatic resource and request the Corps
confirm that jurisdiction does/does not exist over the aquatic resource on the parcel.
❑ I believe that the site may be comprised entirely of dry land.
❑ Other:
For NCDOT requests following the current NCDOT/USACE protocols, skip to Part E.
a If there are multiple parcels owned by different parties, please provide the following for each additional parcel on a
continuation sheet.
s Must provide agent authorization form/letter signed by owner(s).
Version: May 2017 Page 3

Jurisdictional Determination Request
F. JURISDICTIONAL DETERMINATION (JD) TYPE (Select One)
I am requesting that the Corps provide a preliminary JD for the property identified herein.
A Preliminary Jurisdictional Determination (PJD) provides an indication that there may
be "waters of the United States" or "navigable waters of the United States"on a property.
PJDs are sufficient as the basis for permit decisions. For the purposes of permitting, all
waters and wetlands on the property will be treated as if they are jurisdictional "waters of
the United States". PJDs cannot be appealed (33 C.F.R. 331.2); however, a PJD is
"preliminary" in the sense that an approved JD can be requested at any time. PJDs do
not expire.
I am requesting that the Corps provide an approved JD for the property identified herein.
An Approved Jurisdictional Determination (AJD) is a determination that
jurisdictional "waters of the United States" or "navigable waters of the United
States" are either present or absent on a site. An approved JD identifies the limits of
waters on a site determined to be jurisdictional under the Clean Water Act and/or
Rivers and Harbors Act. Approved JDs are sufficient as the basis for permit
decisions. AJDs are appealable (33 C.F.R. 331.2). The results of the AJD will be
posted on the Corps website. A landowner, permit applicant, or other "affected
party" (33 C.F.R. 331.2) who receives an AJD may rely upon the AJD for five years
(subject to certain limited exceptions explained in Regulatory Guidance Letter 05-
02).
❑ I am unclear as to which JD I would like to request and require additional information
to inform my decision.
G. ALL REQUESTS
W1Map of Property or Project Area. This Map must clearly depict the boundaries of the
review area.
✓� Size of Property or Review Area 2.3 acres.
The property boundary (or review area boundary) is clearly physically marked on the site.
Version: May 2017 Page 4

Jurisdictional Determination Request
H. REQUESTS FROM CONSULTANTS
Project Coordinates (Decimal Degrees): Latitude:
35.016619
Longitude:-80.593093
A legible delineation map depicting the aquatic resources and the property/review area.
Delineation maps must be no larger than 1 Ix17 and should contain the following: (Corps
signature of submitted survey plats will occur after the submitted delineation map has been
reviewed and approved).
■ North Arrow
■ Graphical Scale
■ Boundary of Review Area
■ Date
■ Location of data points for each Wetland Determination Data Form or tributary
assessment reach.
For Approved Jurisdictional Determinations:
Jurisdictional wetland features should be labeled as Wetland Waters of the US, 404
wetlands, etc. Please include the acreage of these features.
Jurisdictional non -wetland features (i.e. tidal/navigable waters, tributaries,
impoundments) should be labeled as Non -Wetland Waters of the US, stream, tributary,
open water, relatively permanent water, pond, etc. Please include the acreage or linear
length of each of these features as appropriate.
Isolated waters, waters that lack a significant nexus to navigable waters, or non -
jurisdictional upland features should be identified as Non -Jurisdictional. Please
include a justification in the label regarding why the feature is non jurisdictional (i.e.
"Isolated", "No Significant Nexus", or "Upland Feature"). Please include the acreage
or linear length of these features as appropriate.
For Preliminary Jurisdictional Determinations:
Wetland and non -wetland features should not be identified as Jurisdictional, 404,
Waters of the United States, or anything that implies jurisdiction. These features can be
identified as Potential Waters of the United States, Potential Non -wetland Waters of
the United States, wetland, stream, open water, etc. Please include the acreage and
linear length of these features as appropriate.
LJ Completed Wetland Determination Data Forms for appropriate region
(at least one wetland and one upland form needs to be completed for each wetland type)
G Please refer to the guidance document titled "Survey Standards for Jurisdictional Determinations" to ensure that the
supplied map meets the necessary mapping standards. http://www.saw.usace.army.mil/Missions/Re2ulatoLy-Permit-
Pro 2ram/Juri s dicti on/
Version: May 2017 Page 5

Jurisdictional Determination Request
Fvl Completed appropriate Jurisdictional Determination form
• PJDs, please complete a Preliminary Jurisdictional Determination Form' and include the
Aquatic Resource Table
• AJDs, please complete an Approved Jurisdictional Determination Form'
z Vicinity Map
Aerial Photograph
Fvl USGS Topographic Map
W-1 Soil Survey Map
zOther Maps, as appropriate (e.g. National Wetland inventory Map, Proposed Site
Plan, previous delineation maps, LiDAR maps, FEMA floodplain maps)
zLandscape Photos (if taken)
NCSAM and/or NCWAM Assessment Forms and Rating Sheets
❑� NC Division of Water Resources Stream identification Forms
1J Other Assessment Forms
' www.saw.usace.arMy.mil/Portals/59/docs/regulatory/rejzdocs/JD/RGL 08-02 Ann A Prelim JD Form_fillable.pdf
' Please see htti)://www.saw.usace.army.mil/Missions/Reaulatory-Permit-Program/Jurisdiction/
Principal Purpose: The information that you provide will be used in evaluating your request to determine
whether there are any aquatic resources within the project area subject to federal jurisdiction under the regulatory
authorities referenced above.
Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local
government agencies, and the public, and may be made available as part of a public notice as required by federal
law. Your name and property location where federal jurisdiction is to be determined will be included in the
approved jurisdictional determination (AJD), which will be made available to the public on the District's website
and on the Headquarters USAGE website.
Disclosure: Submission of requested information is voluntary; however, if information is not provided, the
request for an AJD cannot be evaluated nor can an AJD be issued.
Version: May 2017 Page 6

Pinedell Avenue Culvert
Preliminary Jurisdictional
Determination Request
Form

PRELIMINARY JURISDICTIONAL DETERMINATION (PJD) FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PJD: 11/17/2023
B. NAME AND ADDRESS OF PERSON REQUESTING PJD: Jason Hales (CDM Smith), 5400 Glenwood Avenue,
Suite 400, Raleigh, North Carolina 27612
C. DISTRICT OFFICE, FILE NAME, AND NUMBER: Wilmington District - Charlotte Regulatory Field Office,
City of Monroe - Pinedell Avenue Culvert Replacement
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:
(USE THE TABLE BELOW TO DOCUMENT MULTIPLE AQUATIC RESOURCES AND/OR
AQUATIC RESOURCES AT DIFFERENT SITES)
State: North Carolina County/parish/borough: Cumberland City: Monroe
Center coordinates of site (lat/long in degree decimal format): Lat.: 35.016619' Long.:-80.593093'
Universal Transverse Mercator: 17
Name of nearest waterbody: Dry Fork (030401050501) (13-17-36-6-3)
E. REVIEW PERFORMED FOR SITE EVALUATION (CHECK ALL THAT APPLY):
❑ Office (Desk) Determination. Date:
❑ Field Determination. Date(s):
TABLE OF AQUATIC RESOURCES INREVIEWAREA WHICH "MAY BE" SUBJECT TO REGULATORY
JURISDICTION.
Site Number
Latitude
Longitude
Estimated amount of
Type of aquatic
Geographic authority to
(decimal
(decimal
aquatic resources in
resources (i.e., wetland
which the aquatic
degrees)
degrees)
review area (acreage
vs. non -wetland
resource "may be"
and linear feet, if
waters)
subject (i.e., Section
applicable)
404 or Section 10/404
WA
35.016428
-80.592783
0.06 acres
Wetland
404
SA — perennial
35.016558
-80.593039
248 linear feet
Non -wetland
404
SB - intermittent
35.016841
-80.593229
168 linear feet
Non -wetland
404

1) The Corps of Engineers believes that there may be jurisdictional aquatic resources in the
review area, and the requestor of this PJD is hereby advised of his or her option to request
and obtain an approved JD (AJD) for that review area based on an informed decision after
having discussed the various types of JDs and their characteristics and circumstances when
they may be appropriate.
2) In any circumstance where a permit applicant obtains an individual permit, or aNationwide
General Permit (NWP) or other general permit verification requiring "pre- construction
notification" (PCN), or requests verification for a non -reporting NWP or other general permit,
and the permit applicant has not requested an AJD for the activity, the permit applicant is
hereby made aware that: (1) the permit applicant has elected to seek a permit authorization
based on a PJD, which does not make an official determination of jurisdictional aquatic
resources; (2) the applicant has the option to request an AJD before accepting the terms and
conditions of the permit authorization, and that basing a permit authorization on an AJD could
possibly result in less compensatory mitigation being required or different special conditions;
(3) the applicant has the right to request an individual permit rather than accepting the terms
and conditions of the NWP or other general permit authorization; (4) the applicant can accept
a permit authorization and thereby agree to comply with all the terms and conditions of that
permit, including whatever mitigation requirements the Corps has determined to be necessary;
(5) undertaking any activity in reliance upon the subject permit authorization without
requesting an AJD constitutes the applicant's acceptance of the use of the PJD; (6) accepting a
permit authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a PJD constitutes agreement that
all aquatic resources in the review area affected in any way by that activity will be treated as
jurisdictional, and waives any challenge to such jurisdiction in any administrative orjudicial
compliance or enforcement action, or in any administrative appeal or in any Federal court;
and (7) whether the applicant elects to use either an AJD or a PJD, the JD will be processed
as soon as practicable. Further, an AJD, a proffered individual permit (and all terms and
conditions contained therein), or individual permit denial can be administratively appealed
pursuant to 33 C.F.R. Part 331. If, during an administrative appeal, it becomes appropriate to
make an official determination whether geographic jurisdiction exists over aquatic resources
in the review area, or to provide an official delineation of jurisdictional aquatic resources in
the review area, the Corps will provide an AJD to accomplish that result, as soon as is
practicable. This PJD finds that there "may be" waters of the U.S. and/or that there "may be"
navigable waters of the U.S. on the subject review area, and identifies all aquatic features in
the review area that could be affected by the proposed activity, based on the following
information:

SUPPORTING DATA. Data reviewed for PJD (check all that apply)
Checked items should be included in subject file. Appropriately reference sources below where
indicated for all checked items:
® Maps, plans, plots or plat submitted by or on behalf of the PJD requester:
Map: Site Figures.
® Data sheets prepared/submitted by or on behalf of the PJD requester.
❑ Office concurs with data sheets/delineation report.
❑ Office does not concur with data sheets/delineation report. Rationale:
❑ Data sheets prepared by the Corps:
❑ Corps navigable waters' study:
❑ U.S. Geological Survey Hydrologic Atlas:
❑ USGS NHD data.
❑ USGS 8 and 12-digit HUC maps.
® U. S. Geological Survey map(s). Cite scale & quad name: 24K Bakers NC
® Natural Resources Conservation Service Soil Survey. Citation: Union County Soil Survey
®National wetlands inventory map(s). Cite name: NWI Online Mapper
❑ State/local wetland inventory map(s):
❑ FEMA/FIRM maps:
❑ 100-year Floodplain Elevation is: (National Geodetic Vertical Datum of 1929)
® Photographs: ®Aerial (Name & Date): Base map 2023
or ®Other (Name & Date): Site photos 6/16/2022
❑ Previous determination(s). File no. and date of response letter:
❑ Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily been
verified by the Corps and should not be relied upon for later iurisdictional
determinations.
11/17/2023
Signature and date of Regulatory Signature and date of person
staff member completing PJD requesting PJD (REQUIRED,
unless obtaining the signature
is impracticable) t
i Districts may establish timeframes for requester to return signed PJD forms. If the requester does not respond within the
established time frame, the district may presume concurrence and no additional follow up is necessary prior to finalizing
an action.

Pinedell Avenue Culvert
Agent Authorization Form

Smith
Agent Authorization
Property/Site: Pinedell Avenue Culvert Replacement
Address of Site: 1940 Pinedell Avenue
Monroe, North Carolina 28110
Union County, North Carolina
Parcel Identification Number (PIN): roadway right-of-way
Owner Information:
Name:
Address
Telephone Number:
Fax Number:
City of Monroe
300 West Crowell Street. PO Box 69
Monroe, North Carolina 28112
704-282-4537
E-mail Address: [e-mail]
Property Owner Certification:
I, the undersigned, a duly authorized owner of record of the property/properties identified herein,
do authorize representatives of the Wilmington District, U.S. Army Corps of Engineers (USACE)
and/ or the North Carolina Division of Water Resources (NCDWR) to enter upon the property
herein described for the purpose of conducting on -site investigations and issuing a
determination associated with Waters of the U.S. subject to Federal/State jurisdiction under
Section 404 and 401 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act of
1899. 1 also authorize CDM Smith to act in my behalf in the processing of this request and to
furnish supplemental information in support of this request, including streamlwetland matters in
coordination with the USACE and the NCDWR field verification and permit application:
Property Owner Signature:
Date: 05 l -.Zti 1 zo -2-3

Pinedell Avenue Culvert
Design, Utility and Erosion
and Sedimentation Control
Plans July 2023

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CITY OF MONROE
CONVENTIONAL
BOUNDARIES AND PROPERTY.'
State Line
County Line
Township Line
---- -----
City Line
Reservation Line
Property Line
Existing Iron Pin
0
Computed Property Corner
Property Monument
0
Parcel/Sequence Number
123
Existing Fence Line
x X x
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
WLB
Proposed Wetland Boundary
WLB
Existing Endangered Animal Boundary
EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
HPB
Known Contamination Area: Soil
S * -
Potential Contamination Area: Soil
- 5 -
Known Contamination Area: Water
w
Potential Contamination Area: Water
- w
Contaminated Site: Known or Potential
®®
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
O
Sign
CD
S
Well
° W
Small Mine
Foundation
0
Area Outline
Cemetery
fi
Building
School
Church
Dam
HYDROLOGY.'
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
,S
Buffer Zone 1
Bz 1
Buffer Zone 2
Rz 2
riow Arrow
Disappearing Stream
Cr%Y1 mri
t t V .. M ■ . %..
Proposed Lateral, Tail, Head Ditch
False Sump
REMARKS
FLOW
RAILROADS:
Standard Gauge
RR Signal Mileposi
Switch
RR Abandoned
RR Dismantled
ENGINEERING DEPARTMENT
PPLANISHEE.T SYMBOLS
Note: Not to Scale *S. U.E. = Subsurface Utility Enffineerinff
CSX TRANSPORTATION
MILEPOST 55
SWITCH
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point 0
Primary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap 0
New Permanent Easement Pin and Cap 0
Vertical Benchmark m
Existing Right of Way Marker 0
Existing Right of Way Line
New Right of Way Line w
New Right of Way Line with Pin and Cap Rj,
New
Right of Way Line with
R
Concrete or Granite R/W Marker
w
New
Control of Access Line with
c
Concrete C/A Marker
A
Existing Control of Access
';
TA_
New
Control of Access
Existing Easement Line
E
New
Temporary Construction Easement
E
New
Temporary Drainage Easement
TDE
New
Permanent Drainage Easement
PDE
New
Permanent General Public Utility Easement
GPUE
New
Permanent Utility Easement
PUE
New
Temporary Utility Easement
TUE
New
Aerial Utility Easement
AUE
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
— — — C —
Proposed Slope Stakes Fill
— — — F —
Proposed Curb Ramp
cR
Existing Metal Guardrail
T T
Proposed Guardrail
T T T
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION.'
Single Tree
Single Shrub
DESIGNED BY: H. HARKENRIDER
DRAWN BY: M. COOPER
SHEET CHK'D BY: K. PERSIANI
CROSS CHK'D BY: K. PERSIANI
APPROVED BY: H. HARKENRIDER
DATE: APRIL 2021
CDM_
Smith
4600 Park Road Suite 240
Charlotte, NC 28209 1 Tel: [phone]
NC License No. F-1255
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand
Hole
H—Frame Pole
U/G Power Line LOS B
(S.U.E.*)
U/G Power Line LOS C
(S.U.E.*)
U/G Power Line LOS D
(S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand
Hole
U/G Telephone Cable LOS B
(S.U.E.*)
U/G Telephone Cable LOS C
(S.U.E.*)
U/G Telephone Cable LOS D
(S.U.E.*) -
U/G Telephone Conduit LOS
B (S.U.E.*)
U/G Telephone Conduit LOS
C (S.U.E.*)
U/G Telephone Conduit LOS
D (S.U.E.*)
U/G Fiber Optics Cable LOS
B (S.U.E.*)
U/G Fiber Optics Cable LOS
C (S.U.E.*)
U/G Fiber Optics Cable LOS
D
(S.U.E.*)
CITY OF MONROE ENGINEERING DEPARTMENT
MONROE, NORTH CAROLINA
PINEDELL AVENUE
CULVERT REPLACEMENT
vineyard
CONC
CONC WW
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P
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T TO
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line LOS
B (S.U.E*)
U/G Water Line LOS
C (S.U.E*)
U/G Water Line LOS
D (S.U.E*)
Above Ground Water
Line
TV:
TV
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TV
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U/G
TV Cable Hand Hole
U/G
TV Cable LOS B
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U/G
TV Cable LOS C
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U/G
TV Cable LOS D
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U/G
Fiber Optic Cable
LOS B (S.U.E.*)
U/G
Fiber Optic Cable
LOS C (S.U.E.*)
U/G
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LOS D (S.U.E.*)
GAS:
Gas
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Gas
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U/G
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U/G
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Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main Line LOS B (S.U.E.*)
SS Forced Main Line LOS C (S.U.E.*)
SS Forced Main Line LOS D (S.U.E.*)
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
AAG Tank; Water, Gas, Oil
Geoenviron mental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
End of Information
CONVENTIONAL SYMBOLS
CD
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TV TO
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OO
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PROJECT NO. 215951
SHEET NO.
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862DO2
BERM SIDEWALK (PROP. OR FUT.)
2'-6" CURB & GUTTER
NO DATE DRWN CHKD
APPROACH SLAB
BERM SIDEWALK (PROP. OR FUT.)
------ -I I I I I ---
EDGE OF BERM
GUARDRAIL END UNIT 1 50:1 OR I STRUCTURE ANCHOR UNI
TYPE TL-3 (50:1 TAPER)l FLATTER I PARALLEL TO LANE
FLARE RATE
L
MINIMUM GUARDRAIL LENGTHS
"L" REQUIRED AT
BRIDGE APPROACHES ON 2'-6"
CONCRETE CURB
AND GUTTER ROADWAYS
DESIGN SPEED (MPH)
Lrr
40
150'
50
225'
NOTE: "L" VALUES ARE BASED ON NO HAZARDS
OTHER THAN END OF BRIDGE BEING
PRESENT WITHIN THE CLEAR ZONE.
SEE STD. 862DO3 FOR STRUCTURE ANCHOR UNITS.
FOR POSTED SPEEDS _> 45mph USE GREU TYPE TL-3
FOR POSTED SPEEDS < 45mph USE GREU TYPE TL-2
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STANDARD GUARDRAIL PLACEMENT AT BRIDGES WITH 2'-6" CONCRETE CURB AND GUTTER
2'-0"
SOIL PLATE
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BREAKAWAY TERMINAL
POST SLEEVE "'
/1/8" THICK WASHER
DETAIL OF STANDARD WASHER
STANDARD WASHER: TYPICAL USE UNDER NUT WITH WOOD POST
Til 6 VAR. 1� 9 „
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DETAIL OF STANDARD HEX BOLT AND NUT
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REMARKS
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ANCHOR PLATE ASSEMBLY
1" DIA. THREADED ROD
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STEEL PLATE
SYSTEM PARTS
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ANCHOR PLATE
CABLE ASSEMBLY
DESIGNED BY: H. HARKENRIDER
DRAWN BY: M.000PER
SHEET CHK'D BY: K. PERSIANI
CROSS CHK'D BY: K. PERSIANI
APPROVED BY: H. HARKENRIDER
DATE: JULY 2023
3�b/$
2��$ h
3/ "R 34.8 °
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Smith
4600 Park Road Suite 240
Charlotte, NC 28209 1 Tel: [phone]
NC License No. F-1255
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HOLDING POWER BASED ON 1/4 THE ACTUAL HOLDING POWER OF THE ANCHOR IN 3500 PSI CONCRETE AS DETERMINED BY AN APPROVED COMMERCIAL TESTING LABORATORY.
0
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MANUFACTURER'S RECOMMENDATIONS. DRILL HOLES WITH A CARBIDE OR DIAMOND TIPPED MASONRY BIT POWERED BY A ROTARY OR ROTARY IMPACT DRILL.
NO OTHER IMPACT TOOLS WILL BE PERMITTED. DRILL HOLES VERTICALLY. FURNISH DOCUMENTATION OF HOLE SIZE RECOMMENDED FOR THE SPECIFIED ANCHOR TO THE ENGINEER
m
BEFORE DRILLING HOLES. THOROUGHLY CLEAN HOLES FOR ANCHORS OF ALL CONCRETE CHIPS, DUST, GREASE, OIL, ETC. BEFORE ANCHORS ARE INSTALLED. REPAIR ALL
DAMAGE CAUSED BY THIS WORK TO THE SATISFACTION OF THE ENGINEER.
HEET 7 OF 7
862DO3
ANCHORAGE FOR GUARDRAIL POST ON BOX CULVERT
CITY OF MONROE ENGINEERING DEPARTMENT
MONROE, NORTH CAROLINA
PINEDELL AVENUE
CULVERT REPLACEMENT
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862DO3
ROADWAY DETAILS
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UNLESS ALL SIGNATURES COMPLETED
SEAL
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DATE:
PE NO.
PROJECT NO. 215951
SHEET NO.
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i� o � REV. DATE DRWN CHKD
U,� o� p � NO.
4" COMPACTED TOPSOIL IF
UNDER LAWN AREA
CONCRETE
SIDEWALK/
DRIVEWAY
ASPHALT
DRIVEWAY/PARKING LOT
COMPACTED SUITABLE
EXCAVATED BACKFILL
# REVISED DATE: 5/4/2017
SCALE: RK5
DRAWN BY: RK5
CHECKED BY: RK5
APPROVED BY: RK5
TRENCH UNDER
OTHER AREA
EXISTING GRADE
FULL LENGTH
NON -DETECTABLE
TAPE 1 2" BELOW
FINAL GRADE
TRENCH UNDER OR WITHIN
ANGLE OF REPOST OF NCDOT
OR CITY OWNED ROAD
FULL SAWCUT
DEPTH OF ASPHALT
TRACER WI RE
SAWCUT AND MILL ASPHALT TOP.
APPLY TACK COAT TO ALL EXPOSED
CUT SURFACES. REQUIRED ON ALL
PRIORITY STREETS AS DEFINED BY
CITY OF MONROE ENGINEERING
DEPARTMENT
181,
REBATE
EXISTING PAVEMENT
UNDISTURBED EARTH
NCDOT ABC STONE
3 PIPE DIA
4" (G" IF ROCK BOTTOM)
WATER MAIN
UNDISTURBED EARTH I NCDOT WASHED NO.G7 STONE
OR ROCK BOTTOM
STANDARD DETAIL
TRENCH DETAL
WATER RESOURCES DEPARTMENT
CITY OF MONROE, N.C.
NO 1 0.01 .00 NO. 10
2" LOOPING OF WIRE
FOR WATER MAIN EXPAN51ON WIRE SHALL BE DUCT TAPED
3 " WIDE BLUE NON-METALLIC TAPE
MARKED "BURIED WATER LINE"
# REVISED
1 1/1/2013
1 1 /5/201 5
# 12 GAUGE PLASTIC C
STRANDED COPPE
DATE: 7/ 1 /04
SCALE: NONE
DRAWN BY: D5W
CHECKED BY: D5W
APPROVED BY: D5W
REMARKS
5TAN DAKD DETAIL
COPPER TRACING WIRE DETAIL
DESIGNED BY: H. HARKENRIDER
DRAWN BY: M.000PER
SHEET CHK'D BY: K. PERSIANI
CROSS CHK'D BY: K. PERSIANI
APPROVED BY: H. HARKENRIDER
DATE: JULY 2023
STRANDED COPPER WIRE.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
DIV
NO 10.04.00 NO.' 10
CiDm
m
Smith
4600 Park Road Suite 240
Charlotte, NC 28209 1 Tel: [phone]
NC License No. F-1255
L
UNDISTURBED
EARTH 12"
iaa`v'a°�
MAX. 45° a've- va a°a e o
III
II@
UNDISTURBED
EARTH
PLAN VIEW AT TEE
r
6
G
CONCRETE
UNDISTURBED
EARTH
•// _
. o°ov- e-b-v-a. 1211
// v a.•o i 4 ..° a
PLAN 450 BENDS
ALSO 900, 22 1120, 1 1 1120
# REVISED
1 1 1/1/2013
2 1 0/27/201 5
3 1 /2G/201 7
# REVISED
1 1 1/1/2013
2 1 1/1/201 5
3 1 /2G/20 17
DATE: 7/ 1 /04
SCALE: NONE
DRAWN BY: D5W
CHECKED BY: RK5
APPROVED BY: RK5
VALVE BOX
TAMPED BACKFILL
PLASTIC COATED
STRANDED TRACER WIRE
12 GAUGE COPPER WIRE
(TAPED TWICE PER JOINT)
WATER MAIN
TAMPED BACKFILL
DATE: 7/ 1 /04
SCALE: NONE
DRAWN BY: D5W
CHECKED BY: RK5
APPROVED BY: RK5
THRUST BLOCKING 5CHEDULE
PIPE
1 1 1140 BEND
22 1120 BEND
450 BEND
900 BEND
TFF
TEST
PRESSURE
SIZE
(PSI)
L
r
L
N
L
H
L
H
L
N
'-0"
'-G"
-3"
1
2'-3"
I -01,
2'-G"
1
2'-9"
-G"
2'-O"
-G"
200
(5
1'-G"
I'-G"
2'-0"
I'-9"
3'-0"
2' 0"
3'-9"
2'-0"
2'-G"
2'-0"
200
12
2'-G"
1 '-9"
4'-0"
2'-3"
4'-3"
310"
5'-0"
3'-3"
4'-0"
3'-0"
200
14
3'-0"
1'-0"
4-0"
3'-0"
4'-G"
3'-9"
G'-0"
3'-9"
4'-G"
3'-G"
200
I G"
3'-0"
2'-9"
4'-G"
3'-G"
5'-0"
4-0
7-0"
4'-3"
5'-0"
4'-0"
200
z CONCRETE
o ,
v ao 4
14a.°' v •v
J! v v a
_• v,?'v
�I 4a 4 a°: a,4
UNDISTURBED
EARTH
ELEVATION AT FITTING_
STANDARD DETAIL
NOTES:
1. THRUST BLOCK DIMENSIONS ARE BASED ON SOIL BEARING CAPACITY OF 2000
P.S.F. AND A TEST PRESSURE OF 200 PSI. SIZES OF THRUST BLOCKS MAY BE
REVISED BY THE DESIGN ENGINEER AND APPROVAL BY THE WATER RESOURCES
ENGINEERING MANAGER WHERE BEARING CAPACITY OF 501L VARIES.
2. ALL PIPE5 AND FITTINGS WHICH COME INTO CONTACT WITH CONCRETE SHALL BE
WRAPPED IN POLYETHYLENE ENCASEMENT.
3. ALL CONCRETE THRUST BLOCKS SHALL BE 3500 PSI PORTLAND CEMENT CONCRETE
4. JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS.
5. NO THRUST BLOCKING OF VERTICAL BENDS SHALL BE PERMITTED. THE CONTRACTOR
SHALL UTILIZE WEDGE ACTION RESTRAINER GLANDS FOR JOINT RESTRAINT.
WATER MAIN TH RL15T BLOCK DETAIL
CONCRETE PAD TYP. FINISHED GRADE
IN UNPAVED AREAS
7 1/2" MIN.-\
a 0 4
TAMPED BACKFILL
MJ WEDGE ACTION
RETAINER GLAND OR
ALPHA ENDS
- VALVE
SOLID CONCRETE BLOCK
(MIN.4"X8"X IG")
NO. G7 STONE OR
UNDISTURBED EARTH
STANDARD DETAIL
GATE VALVE SETTING DETAIL
CITY OF MONROE ENGINEERING DEPARTMENT
MONROE, NORTH CAROLINA
PINEDELL AVENUE
CULVERT REPLACEMENT
WATER RE50URCE5 DEPARTMENT
CITY OF MONROE, NC
FTE 1 0.02.00 10
PI A NI
NOTES:
I . VALVE BOXES SHALL BE SCREW TYPE. VALVE
BOXES LOCATED IN LAWN AREA SHALL BE
INSTALLED WITH CONCRETE DOUGHNUT
PADS.
2. # 12 GAUGE STRANDED COPPER WIRE SHALL BE
BROUGHT THROUGH VALVE BOX AND HOOKED
TO BOLTS ON VALVE.
3. VALVE SHALL BE CENTERED IN BOX AND
LEVELED PLUMB BEFORE BACKFILL.
4. VALVE SHALL NOT SUPPORT VALVE BOX.
5. VALVE BOXES SHALL BE NO HIGHER THAN
1 /4" IN ROADWAY AND NO MORE THAN I " IN
RIGHT OF WAYS.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
NO 1 0.05.00 NO. 10
UTILITY CONSTRUCTION DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
CAR
SEAL
y 035021
�NC I NEED
DATE:
PE NO.
PROJECT NO. 215951
SHEET NO.
U C-4

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4-1/2" PORT OPENING
2-114" PORT OPENING (2)
PORTS ONE ON EACH SIDE
O
BREAKAWAY FLANGE CLOSE
TO FINISH GRADE O
Irm
1
NOTE:
I . HYDRANTS TO BE SET AT EDGE OF R/W AT
PROPERTY LINES.
2. BURY LINE TO BE SET AT EX15TING OR FINAL GRADE
LEVEL; EXTENSIONS MAY BE NECESSARY.
3. HYDRANTS SHALL BE PAINTED
YELLOW.
4. CHAINS TO BE REMOVED FROM
CAPS.
5. MIN DISTANCE BETWEEN HYDRATE AND GATE VALVE
SHALL BE 2'-G "
CONCRETE PAD
JI 1 # 12 GAUGE PLASTIC COATED STRANDED
COPPER WIRE
RESTRAIN JOINTS 2 PIECE SPILT BOLT WIRE CONNECTOR
#G7 STONE TO P ABOVE F THROUGHOUT USING MJ VALVE BOX
BOOT, FOR DRAINAGE WEDGE ACTION RETAINER CONCRETE BLOCKING
O 0 0 O GLANDS. G" MECHANICAL JOINT
GATE VALVE
Irm
LEY 10 LEY
a
c
G MIL PVC PLA5TIC SHEETING
BETWEEN CONCRETE T.B. AND
F.H. BASE �!
MAIN
< a'
c MJ OR SWIVEL TEE c
1 G"x8"x4" PRECAST - ,
BLOCK WITH #G7 STONE
OR UNDISTURBED EARTH
# REVISED DATE: 7/ I 5TAN DARD DETAIL WATER RESOURCES DEPARTMENT
I I I/ I /201 3 SCALE: NONE NE
2 1 1 /3/201 5 DRAWN BY: D5W CITY OF MONROE, NC
3 1 /2G/201 7 CHECKED BY: RKS FIRE HYDRANT I N5TALLATION DETAIL L
APPROVED BY: RKS No 10.07.00 NO. 10
0
N
RUBBER POLYMER
GASKET SEAL AND
NON -SHRINK GROUT
G" OF #G7 STONE
# REVISED
I/2G/17
2'-0"
MANHOLE RING AND COVER
CASTINGS SHALL BE OF THE SWIVEL TYPE.
SEE APPROVED MATERIALS LIST FOR ACCEPTABLE MANUFACTURERS AND MODELS
NO -SHRINK GROUT
-BUTYL SEAL
FO RING BOLTED
OF2T TO MANHOLE
00
MANHOLE
STEP (TYP.)
JOINT
BUTYL SEAL AND
EXTERNAL WRAP (lYP)
4'-0"
T
1'-4" MAX.
0
Lu
2'-0" MAX.
•T•T•T• •T•T• •T• • �T• •T•T•T• • •T•,
DATE: 7/ 1 /04
SCALE: NONE
DRAWN BY: JPH
CHECKED BY: D5W
APPROVED BY: D5W
REMARKS
INVERT PLAN
NOTES:
1. MANHOLE TO CONFORM WITH ASTM C478 EXCEPT AS MODIFIED
BELOW.
2. WALL REINFORCING TO BE A MINIMUM OF 0. 12 SQ. IN. PER
LINEAR FOOT. EITHER TONGUE AND GROOVE OF JOINTS SHALL
HAVE REINFORCING EQUAL IN AREA TO MINIMUM OF WALL
SECTION,
3. ALL JOINTS SHALL CONFORM WITH ASTM C443.
4. STEPS SHALL BE COPOLYMER POLYPROPYLENE PLASTIC WITH 1/2"
GRADE GO STEEL REINFORCEMENT AND RESIST 1000 LB.
PULLOUT TEST.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3" LARGER THAN
O.D. OF PIPE AND ADDITIONALLY REINFORCED WITH A MINIMUM
OF 0.20 SQ. IN. OF STEEL AT 90 DEGREES. PIPE TO BE
CENTERED IN OPENINGS.
G. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED WITH A
MINIMUM OF HONEYCOMB, FINS AND OTHER IMPERFECTIONS.
7. MANHOLE BASE SHALL BE 3000 P.S.I. CONCRETE PLACED
AGAINST SHAPED BANKS IN LIEU OF FORMS.
8. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED TROUGH
FROM ENTRANCE PIPES TO EXIT PIPE, AND IN CURVED
MANHOLES THE TROUGH MUST BE A SMOOTH CIRCULAR ARC
TANGENT TO THE INSIDE WALLS OF THE PIPES AT THEIR ENDS.
ALL CHANNELS TO BE 100% OF PIPE DIAMETER.
9. ALL MANHOLE RINGS SHALL BE BOLTED THROUGH MANHOLE
AND/OR CONCRETE GRADE RING WITH 1/2" DIAMETER KWIK BOLT
STUD ANCHOR SYSTEM.
10, MANHOLE GRADE SETTING SHALL BE AS FOLLOWS:
A. FLUSH WITH GRADE IN PAVED AREAS
B. 0. 1 O' ABOVE GRADE IN MOWED PLAZA AREAS WITHIN OR
ADJACENT TO STREET RIGHT-OF-WAY.
C. 2.0' ABOVE GRADE IN CROSS-COUNTRY UTILITY
RIGHTS -OF -WAY.
D. A HEIGHT SPECIFIED BY THE WATER RESOURCES ENGINEER.
1 I . PENETRATING LIFTING HOLES SHALL BE PLUGGED WITH
EXPANSION GROUT.
12, INFLOW DISHES/INSERTS SHALL BE INSTALLED ON ALL
MANHOLES, 12-INCH SEWER MAINS OR LESS, WITH THE
EXCEPTION TO CROSS COUNTRY MANHOLES.
13. FLOW CHANNELS MUST ALLOW FOR PLACEMENT, REMOVAL AND
PASSAGE OF CITY OF MONROE CCTV EQUIPMENT.
STANDARD DETAIL
CRO55 COUNTRY SEWER M H DETAIL
FILE
NO.
DESIGNED BY: H. HARKENRIDER
DRAWN BY: M.000PER
SHEET CHK'D BY: K. PERSIANI
CROSS CHK'D BY: K. PERSIANI
APPROVED BY: H. HARKENRIDER
DATE: JULY 2023
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
1 2.02.00 12
CDm
m
Smith
4600 Park Road Suite 240
Charlotte, NC 28209 1 Tel: [phone]
NC License No. F-1255
# REVISED
I
2
3
EXISTING VALE TO BE
TURNED OFF AND BURIED
PER DETAIL
DATE: 1 / 1 /201 3
SCALE: NONE
DRAWN BY: D5W
CHECKED BY: RKS
APPROVED BY: RKS
EX. PIPE
EXCAVATED AREA
DITCH BANKS
MJ CAP
SCREW TYPE JACK
TO PROVIDE RESTRAINT
24-I NCH STEEL
PLATE
UNDISTURBED
=u I =n EARTH
EX. WATER MAIN
�..��.::• �••�:= � -III =II
MAX. 45° �" --_- TO BE ABANDONED
°' `' "�•�• IIII IIII
TI I I' III'
UNDISTURBED
EARTH
STANDARD DETAIL WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
WATER MAIN ABANDONMENT
LE DETAIL No 1 0. 1 6.00 10
CAST IRON FRAME
/2" O KWIK BOLT
STUD ANCHOR SYSTEM COVER SEE STD DETAILS
BUM SEAL 3 COURSES MAX.
CI RINGS AND 24- (CONCRETE GRADE PINGS)
GRADE RINGS (fyp.)
7" MIN.
c°F
ITAx.
STRAIGHT WALL OF M.H.
TO BE LOCATED OVER
BUM SEAL
INFLUENT PIPE
(Tyr.)
� 1
N
4'-0" OR 5-0"
A
Y�LII��
G
: �' `' •' .
AREA AROUND DOGHOU5E CUTOUT AND PIPE TO BE MADE WATERTIGHT BY I1\15TALLATION OF AN APPROVED
RUBBER WATER STOP SLIPPED OVER THE PIPE AND TIGHTENED ONTO THE PIPE WITH INTEGAL STAINLESS STEEL
TAKE-UP CLAMPS. THE ANNUAL SPACE AROUND THE PIPE AND MANHOLE WALL SHALL BE CLOSED FROM INSIDE
FACE TO OUT5IDE FACE OF THE MANHOLE WALL WITH AN APPROVED NON-5HRINK GROUT.
SECTION OF PRECAST MANHOLE
# REVISED
I/2G/17
SECTION 13-13
DATE: 7/ 1 /04
SCALE: NONE
DRAWN BY: JPH
CHECKED BY: D5W
APPROVED BY: D5W
\2
PROPOSED
GRAVITY
SEWER
COLLAR
TYPICAL
SLOPE TOP OF
CONC. BASE G%
\' . TOWARD TROUGH
SECTION A -A
STANDARD DETAIL
DOGHOUSE MANHOLE DETAIL
CITY OF MONROE ENGINEERING DEPARTMENT
MONROE, NORTH CAROLINA
PINEDELL AVENUE
CULVERT REPLACEMENT
NOTES:
I . MANHOLE TO CONFORM WITH ASTM C478 EXCEPT
AS MODIFIED BELOW.
2. WALL REINFORCING TO BE A MINIMUM OF 0. 12 SQ.
IN. PER LINEAR FOOT. EITHER TONGUE AND GROOVE
OF JOINTS SHALL HAVE REINFORCING EQUAL IN AREA
TO MINIMUM OF WALL SECTION.
3. ALL JOINTS SHALL CONFORM WITH ASTM C443.
4. STEPS SHALL BE COPOLYMER POLYPROPYLENE
PLASTIC WITH 1/2" GRADE GO STEEL REINFORCEMENT
AND RESIST 1000 LB. PULLOUT TEST.
5. ALL PIPE OPENINGS TO BE NO GREATER THAN 3"
LARGER THAN O.D. OF PIPE AND ADDITIONALLY
REINFORCED WITH A MINIMUM OF 0.20 SQ. IN. OF
STEEL AT 90 DEGREES. PIPE TO BE CENTERED IN
OPENINGS.
G. ALL SURFACES SHALL BE SMOOTH EVEN TEXTURED
WITH A MINIMUM OF HONEYCOMB, FINS AND OTHER
IMPERFECTIONS.
7. MANHOLE BASE SHALL BE 3G00 P.S.I. CONCRETE
PLACED AGAINST SHAPED BANKS IN LIEU OF FORMS.
8. CARE MUST BE TAKEN TO FORM A SMOOTH FINISHED
TROUGH FROM ENTRANCE PIPES TO EXIT PIPE, AND IN
CURVED MANHOLES THE TROUGH MUST BE A
SMOOTH CIRCULAR ARC TANGENT TO THE INSIDE
WALLS OF THE PIPES AT THEIR ENDS.
9. ALL MANHOLE RINGS SHALL BE BOLTED INTO
MANHOLE THRU CONCRETE GRADE RING WITH 112"
DIAMETER KWIK BOLT STUD ANCHOR SYSTEM.
10. MANHOLE GRADE SETTING SHALL BE AS FOLLOWS:
A. FLUSH WITH GRADE IN PAVED AREAS
B. 0. 1 O' ABOVE GRADE IN MOWED PLAZA AREAS
WITHIN OR ADJACENT TO STREET RIGHT-OF-WAY.
C. 2.0' ABOVE GRADE IN CROSS-COUNTRY UTILITY
RIGHTS -OF -WAY.
D. A HEIGHT SPECIFIED BY THE WATER RESOURCES
ENGINEER.
1 1. PENETRATING LIFTING HOLES SHALL BE PLUGGED WITH
EXPANSION GROUT.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
FILNO 1 2.04.00 NO. 12
UTILITY CONSTRUCTION DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
Qe "_
SEAL
y 035021
1 NEED
DATE:
PE NO.
PROJECT NO. 215951
SHEET NO.
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REV -
NO DATE DRWN CHKD
5/8"
[ 17 MM]
# REVISED
I/2G/17
23 1/2" DIA
[597 MM]
20" DIA
[508 MM]
— 1/4" DIA. NEOPRENE GASKET
COVER SECTION
25 1 /8" DIA_
[G38 MM]
23 1 1 / 1 G" DIA
[G02 MM]
22" DIA
[559 MM]
25 1 5/ 1 G" DIA
[G59 MM]
33 1/4" DIA
[845 MM]
FRAME SECTION
1 1/2" LETTERING
1 114" LETTERING
(4) 1 " (25mm) DIA
HOLES ON 29 3/4"
(75Gmm) BOLT CIRCLE.
2) CAM LOCKS
SEE DETAIL
I"
[25 MM]
DATE: 3/3 1 /05
SCALE: NONE
DRAWN BY: JPH
CHECKED BY: DSW
APPROVED BY: DSW
2 3/4"
[70 MM]
I"
[25 MM]
7 1/2"
r
I [191 MM]
(2) CAM LOCKS
BOTTOM VIEW
1 1/4" DIA
[32 MM] -
I I/IG" J
[ 18 MM]
CAM LOCKS
CAM LOCK DETAIL
I I/4" DIA
5/ I G" [32 MM] 5/8" 7/8" [8 MM] [ 17 MM]
[22 MM]
3/ 1 G"]�3/1G"
[5 MM] [5 MM]
CAM HOLE AND GASKET
GROOVE DETAIL
STANDARD DETAIL
WATERTIGHT MANHOLE FRAME
AND COVER DETAIL
5" SCH 40 STEEL PIPE
.T
rno
EXTEND VENT 2'-0" ABOVE
100 YEAR FLOOD LINE.
1/4" MESH SCREEN
WELD CONNECTION
1/4" X 2" STAINLESS
STEEL STRAPS 2'-0" O.C.
FROM BASE 2- 3/4" X 3"
5.5. ANCHOR BOLTS
PER STRAP
2"X2"X2" CONCRETE ANCHOR
NOTES:
(2) SS ROLL PINS
1/2" DIA X 1 3/4"
NOTES:
I . FRAME AND COVER SHALL BE CAST IRON, FREE OF SAND HOLES; NO
PLUGGING PERMITTED.
2. CASTING SHALL BE COATED WITH COAL TAR EPDXY WHILE HOT.
3. FRAME SHALL INCLUDE FOUR DRILLED HOLES FOR EXPANSION
ANCHORS THROUGH MANHOLE CONE.
4. SLIGHT VARIATION IN DIMENSIONS NOT CRITICAL TO
INTERCHANGABILITY WILL BE ACCEPTABLE.
5. METAL RINGS SHALL BE BOLTED INTO ADJUSTING RINGS WITH 1/2 "
DIAMETER KWIK BOLT STUD ANCHOR SYSTEM.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
fILff 12.0(S.02 NO, 12
STEEL VENT PIPE UNLESS OTHERWISE SPECIFIED
SHALL BE SCHEDULE 40, FIVE INCH (5") DIAMETER,
GRADE "B" WITH A MINIMUM YIELD STRENGTH OF
3 5, 000 P.S.I.
THE STEEL PIPE SHALL HAVE AN INSIDE COAL TAR
LINING 3/32 INCH MINIMUM THICKNESS
INACCORDANCE WITH AWWA C-203 OR A COAL TAR
EPDXY LINING CONFORMING TO THAT REQUIRED
FOR AERIAL CREEK CROSSING PIPE.
OUTSIDE SURFACE OF PIPE SHALL BE SAND OR GRIT
BLASTED TO COMMERCIAL STANDARD AND HAVE
ONE (1) COAT OF ZINC CHROMATE PRIMER APPLIED
IN ACCORDANCE WITH FEDERAL SPECIFICATION
TT-8GA.
PIPE SHALL BE FURNISHED WITH TWO (2) EVENLY
APPLIED COATS OF RUST INHIBITING ENAMEL PAINT.
# REVISED DATE: 7/ I /04 TAN DARD DETAIL
1 /2G/ 17 SCALE: NONE
DRAWN BY: EZ
CHECKED BY: DSW VENTED MANHOLE DETAIL
APPROVED BY: DSW
REMARKS
DESIGNED BY: H. HARKENRIDER
DRAWN BY: M.000PER
SHEET CHK'D BY: K. PERSIANI
CROSS CHK'D BY: K. PERSIANI
APPROVED BY: H. HARKENRIDER
DATE: JULY 2023
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
No 1 2.08.00 12
CDm
m
Smith
4600 Park Road Suite 240
Charlotte, NC 28209 1 Tel: [phone]
NC License No. F-1255
# I REVISED
# REVISED
I/2G/17
COPOLYMER POLYPROPYLENE PLASTIC
DATE: 7/ 1 /04
SCALE: NONE
DRAWN BY: EZ
CHECKED BY: DSW
APPROVED BY: DSW
1/2" GRADE GO STEEL REINFORCEMENT
1 000 LB. PULLOUT
TEST REPORT REQ'D
ON EACH STEP.
STANDARD DETAIL
MANHOLE STEP DETAIL
FOR DIP < 20' BURY
� I
,. I
I
I
4" TOPSOIL IN OFF STREET R/W VAIZIFS
CITY STREET STANDARDS IN STREET R/W
SELECT BACKFILL
NO ROCKS > 3/4 FOOT IN DIA.
NO ORGANIC MATERIAL VAKIEfD
PLACEMENT IN I FOOT LIFTS
COMPACTION TO 95% PROCTOR I �\\\\\\
SELECT BACKFILL
12
NO ROCKS OR ORGANIC MATERIAL
HAND PLACEMENT IN G INCH LIFTS
COMPACTION TO 95% PROCTOR
D'A
TYPE I
FOR DIP BURY > 30'
FOR PVC SDR-35 3' < BURY < 1 2'
4" TOP501L IN OFF STREET W
VA
CITY STREET STANDARDS IN STREET RN✓
IFS
SELECT BACKFILL
NO ROCKS > 3/4 FOOT IN DIA.
NO ORGANIC MATERIAL VARIES
PLACEMENT IN I FOOT LIFTS
COMPACTION TO 95% PROCTOR
SELECT BACKFILL
NO ROCKS OR ORGANIC MATERIAL
HAND PLACEMENT IN G-INCH LIFTS 2
COMPACTION TO 95% PROCTOR
1
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2''
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°
DIA.
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pOo°�° -0 00
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NO. G7 WASHED STONE
0 0 o°
o
TYPE III
DATE: 7/ 1 /04
SCALE: NONE
DRAWN BY: JPH
CHECKED BY: DSW
APPROVED BY: DSW
FILE
NO.
NOTES:
MANHOLE STEPS SHALL BE MANUFACTURED IN
ACCORDANCE WITH A5TM C-478 STANDARDS
AND 05HA REGULATIONS.
THIS STEP TO BE DRIVEN INTO TAPERED HOLES
IN PRECAST MANHOLE SECTIONS. DO NOT USE
AS A GROUTED IN STEP.
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
1 2.07.00 NO. 1 2-
FOR DIP BURY > 20'
FOR PVC C900 DR-25 3' < BURY < 20'
[� 1 2"+ I I � ' 2"�
4" TOPSOIL IN OFF STREET R/W VARIES I I
CITY STREET STANDARDS IN STREET RNV
SELECT BACKFILL
NO ROCKS > 3/4 FOOT IN DIA
NO ORGANIC MATERIAL VARIES
PLACEMENT IN 1 2" LIFTS I
COMPACTION TO 95% PROCTOR
SELECT BACKFILL 12'
NO ROCKS OR ORGANIC MATERIAL
HAND PLACEMENT IN G-INCH LIFTS
COMPACTION TO 95% PROCTOR
NO. G7 WASHED STONE I/3 PIPE DIA.
TYPE
NOTES:
1 . A MINIMUM OF 1 2" FROM OUTSIDE DIAMENTER OF PIPE TO SIDE OF
TRENCH MUST BE ALLOWED FOR COMPACTION OF FILL MATERIAL.
2. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY
AFTER THE PIPE IS LAID.
3. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN
UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF
MECHANICAL TAMPS ONLY. EACH AND EVERY LAYER OF BACKFILL SHALL
BE PLACED LOOSE AND THOROUGHLY TAMPED INTO PLACE.
4. ALL PIPE GRADES SHALL BE AS SHOWN ON APPROVED PLANS OR AS
DIRECTED BY ENGINEER.
5. ANY OVER EXCAVATION BELOW GRADE SHOWN SHALL BE BACKFILLED W/
NO. G7 STONE REGARDLESS OF TYPE OF BEDDING.
G. WHERE ROCKY SOIL CONDITIONS ARE ENCOUNTERED REQUIRING
BLASTING, TYPE III BEDDING SHALL BE USED REGARDLESS OF PIPE
MATERIAL PER SPECIFICATIONS.
TAN DARD DETAIL
S)EWER PIPE 'L73EDDI NG DETAIL
CITY OF MONROE ENGINEERING DEPARTMENT
MONROE, NORTH CAROLINA
PINEDELL AVENUE
CULVERT REPLACEMENT
WATER RESOURCES DEPARTMENT
CITY OF MONROE, NC
NO.12.09.00 No: 12
UTILITY CONSTRUCTION DETAILS
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
\A CAR
SEAL
y ; 035021
�4� H
1
DATE:
PE NO.
PROJECT NO. 215951
SHEET NO.
U C-6

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A B C D E F G H
TEMPORARY SILT FENCE SILT FENCE COIR FIBER WATTLE BREAK DETAIL TEMPORARY DIVERSION
SILT FENCE
8' MAX. WITH WIRE POST 9 FT. - 1
(6' MAX. WITHOUT WIRE)
2' WOODEN
STAKE SILT FENCE
2"
MIDDLE AND VERTICAL WIRES �-•4 FT.�
HHHHHHHH! P.
SHALL BE 12%2 GAUGE MIN. At
/F ROAD
GRADE 10"-11" 1
FILL 1
TOP AND BOTTOM-iTi-ITEi --iTi-iTeTi�IF=i-iTi-iTi-iTi�TE111i- r-iii-iiiFi -iii--iii-iii iii-iii-iii-iii-iii=iii-iii- -1 iii;iii-iiii� ;FI,=
STRAND SHALL BE MATERIAL -
10 GAUGE MIN. -
2 FT.
_ _ _ NOTES:
m�T1-m-m-m-m-m 12" WATTLE COMPACTED SOIL
USE MINIMUM 12 IN. DIAMETER COIR FIBER 2' MINIMUM
-- -- (COCONUT FIBER) WATTLE AND LENGTH OF
WIRE FILTER FABRIC 10 FT. FLOW
VIEW FROM SLOPE
EXCAVATE A 1 TO 2 INCH TRENCH FOR 41-0"
SILT \ WATTLE TO BE PLACED. MINIMUM
FENCE WATTLE LEI LEI 1
DO NOT PLACE WATTLE ON TOE OF SLOPE.�-=j LEI LEI
I
FILTER FABRIC \ USE 2 FT. WOODEN STAKES WITH A 2 IN.
COMPACTED FILL FILL SLOPE 12" WATTLE BY 2 IN. NOMINAL CROSS SECTION. 6' TYPICAL
TOE SILT FENCE POST INSTALL A MINIMUM OF 2 UPSLOPE STAKES
OF FILL AND 4 DOWNSLOPE STAKES AT AN
UPSLOPE STAKE ANGLE TO WEDGE WATTLE TO GROUND. TEMPORARY DIVERSION
PROVIDE STAPLES MADE OF 0.125 IN. CROSS SECTIONAL VIEW
T. 8�� ISOMETRIC VIEW DIAMETER STEEL WIRE FORMED INTO A
NOTES U SHAPE NOT LESS THAN 12" IN LENGTH. Not To Scale
USE WIRE A MINIMUM OF 32" STEEL POST - 2'-0" DEPTH SEE INSET A
IN WIDTH AND WITH A MINIMUM1 INSTALL STAPLES APPROXIMATELY EVERY
OF 6 LINE WIRES WITH 12" STAY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT
SPACING.
------ TO THE SOIL.
USE FILTER FABRIC A MINIMUM EXTENSION OF FABRIC AND :
OF 36 IN WIDTH AND FASTEN WIRE INTO TRENCH WATTLE INSTALLATION CAN BE ON OUTSIDE
ADEQUATELY TO THE WIRE AS INSET A OF THE SILT FENCE AS DIRECTED.
DIRECTED BY THE ENGINEER.
PROVIDE 5'-0" STEEL POST OF THE - INSTALL TEMPORARY SILT FENCE IN
SELF -FASTENER ANGLE STEEL TYPE. STAPLE ACCORDANCE WITH SECTION 1605 OF THE 2
DOWNSLOPE STAKE STANDARD SPECIFICATIONS.
1 ►►_2►► TRENCH SIDE VIEW
Notes: MATTING INSTALLATION DETAIL
Construction Sequence
1. Obtain plan approval and other applicable permits.
2. Hold preconstruction meeting prior to starting construction.
3. Install perimeter silt fence. 18It EXISTING
4. Install construction entrance/exit. =III
5. Install all other erosion control measures required for the proposed construction activities, including any additional devices (MIN GROUND
as deemed necessary to prevent erosion and contain sediment on site.
6. Install impervious dikes and baseflow pump around. BACKFILL Cta le Check Pattern
7. Dewater construction area to work in the dry. O
8. Install sanitary sewer replacement and temporary bypass channel with lining. �MIII
9. Stabilize sanitary sewer area with matting and remove bypass pumping and upstream dike. s
10. Install replacement box culverts and riprap. 3 1 (MIN.)
11. Remove bypass channel and complete riprap aprons. 30� �� STAPLES ON
12. All erosion control practices will be inspected weekly and after rainfall events. Needed repairs will be made immediately. IIII II III �;�\��� �A ;�\ �\ ��A 1' CENTERS
13. After site is stabilized, remove all temporary measures, and install permanent vegetation on all disturbed areas. l FEII II FEI 4„ 1 0 L �� III OQ� IN TRENCH
Maintenance Plan
5
1. Contractor shall be responsible for obtaining the necessary permits and/or certifications for an Contractor furnished III IIII II IIIIIIIII I III
p 9 Y p y
0"
borrow sources and shall furnish a copy of the permits and/or certifications to the Engineer prior to performing any
work on the proposed borrow source as specified in Section 203 of NCDOT's Standard Specifications for Roads and 4"�I 99
Structures, January 2002. yam' Staple
2. All erosion and sediment control practices will be checked for stability and operation following every runoff -producing rainfall,
but in no case less than once a week. Any needed repairs will be made immediately to maintain all practices as designed. 10" 6" MI N 3
3. Erosion control matting shall be checked periodically to ensure that close contact with the ground is maintained and erosion III � 6
has not occurred beneath the device. any areas of the erosion control matting that have been damaged or not in close contact STAPLE II II MATTING D D �3 D
C
with the ground shall be repaired. CHECK III II
4. Sediment will be removed from behind the silt fence when it becomes approximately 6 inches deep at the fence. The silt fence G SHALL BE STAPLES 0 N
will be repaired as necessary to maintain the barrier. MATTING IN DITCHES PLACED IN TRENCH 1' CENTERS
5. Maintain the construction entrance to prevent mud or sediment from leaving the site. This may require top dressing with AND BACKFILLED IN TRENCH
2-inch stone. Immediately remove any materials tracked onto public roadways.
6. Provide ground cover on exposed slopes within 21 calendar days following completion of any phase of grading and permanent
ground cover for all disturbed areas, or within 7 calendar days following completion of construction or development, whichever D A G R A D nA
periods are shorter.
7.
All seeded areas shall be fertilized, re -seeded as necessary and mulched according to the specifications in the vegetative plan
to maintain a vigorous, dense vegetative cover. If washout occurs, repair the slope grade.
III III III III III III
8.
Partially installed storm sewer protection should be installed at the end of each working day in accordance with the details.
T-
9.
Remove sediment and restore original volume when sediment accumulates to roughly half of the design volume of the ditch check.
O
Vegetation Plan
A
M
NOTES:
1.
Seedbed Preparation
a. Scarify or otherwise loosen the soil to a depth of not less than 5-inches.
10
b. Break clods and work the top 2 to 3 inches of soil into an acceptable seedbed by the use of soil pulverizers, drags, harrows, or by
10
THIS DETAIL APPLIES TO STRAW, EXCELSIOR, AND PERMANENT SOIL
other approved methods.
REINFORCEMENT MAT (PSRM) INSTALLATION.
C. Remove all rocks and debris 3 inches or larger prior to the application of seed and fertilizer.
d. Apply lime and fertilizer according to soil tests, or apply 4,000 lb/ac ground agriculture limestone and 1,000 lb/ac 10-20-20
STAPLES SHALL BE NO. 11 GAUGE STEEL WIRE FORMED INTO A "U"
fertilizer. Distribute limestone and fertilizer uniformly over the prepared seedbed at the specified rate of application and then
SHAPE WITH A MINIMUM THROAT WIDTH OF 1 INCH AND NOT LESS
harrow, rake, or otherwise thoroughly work or mix into the seedbed.
499
THAN 6 INCHES IN LENGTH.
30'
2.
Seeding Method
B
Staple
a. Distribute seed uniformly over the seedbed at the required rate of application with a cyclone seeder, or drop spreader.
Chuck
b. Rake seed, or otherwise work so as to cover the seed with a layer of soil.
3.
Mulching
a. Apply 4,000 lb/ac grain straw or equivalent cover of another suitable mulch.
p
b. Spread mulch uniformly by hand or by approved mechanical spreaders or blowers which will provide an acceptable application.
S'
Staple
6
D A
3'
N
A
SEAL l
y : 035021
FiVG
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED DATE:
PE NO.
DESIGNED BY: H. HARKEN RIDER
DRAWN BY: M. COOPER C
DM_ CITY OF MONROE ENGINEERING DEPARTMENT PROJECT NO. 215951
SHEETCHK'DBY: K. PERSIANI Smith MONROE, NORTH CAROLINA SHEET NO.
CROSS CHK'D BY: K. PERSIANI PINEDELL AVENUE EROSION AND SEDIMENT CONTROL PLAN
4600 Park Road suite 240 DETAIL SHEET EC-2
APPROVED BY: H. HARKEN RIDER Charlotte, NC 28209 1 Tel: [phone] CULVERT REPLACEMENT PROJECT
REV. DATE DRWN CHKD REMARKS JULY 2023 NC License No. F-1255
NO. DATE:
C. Anchor mulch by tacking with 0.1 gal./sq. yd. of asphalt, roving, or by crimping with a mulch anchor tool.
D
4. Mulching (2:1 fill slopes) MATTING ON SLOPES D A G R A M
a. Apply 4,000 - 5,000 lb/ac grain straw or equivalent cover of another suitable mulch. 4
b. Spread mulch uniformly by hand or by approved mechanical spreaders or blowers which will provide an acceptable application.
C. Anchor mulch by tacking with asphalt, roving, or by netting. SOIL S TABILIZA TI01� TIMEFRAMES
5. Mulching (Grass -lined Channels) S�ESS p�,,,'Gq';
a. Use jute, excelsior matting, synthetic matting, or other effective channel lining material to cover the bottom of
channels and ditches, and staple securely.
6. Maintenance
a. Re -fertilize in the second year unless growth is fully adequate. May be mowed once or twice a year, or as needed. Reseed,
fertilize, and mulch damaged areas immediately.
SITE DESCRIPTION
STABILIZATION TIME
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50'IN LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES.

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ROAnWAY STANnARn nRAWINGS
GENERAL NO TES
PHA SING NO TES
THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN
"ROADWAY STANDARD DRAWINGS►► _
N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH,
N.C., DATED SEPTEMBER 2018
STEP 1
ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED
CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL
USING NCDOT ROADWAY STANDARD DRAWING 1103.00, SHEET 1 OF 9.
SEE TMP-??
A PART OF THESE PLANS:
DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE
FOR OFF -SITE DETOUR ROUTE.
TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING,
WORKING IN A CONTINUOUS MANNER, COMPLETE THE WORK REQUIRED
IN STEPS 2-3:
STD. NO. TITLE
SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE
ENGINEER.
STEP 2
1101.03 TEMPORARY ROAD CLOSURES
- REMOVE EXISTING REINFORCED CONCRETE BOX CULVERT.
1101.11 TRAFFIC CONTROL DESIGN
TABLES
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
- CONSTRUCT PROPOSED REINFORCED CONCRETE BOX CULVERT.
1110.01 STATIONARY WORK ZONE SIGNS
THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN
OR DIRECTED BY THE ENGINEER.
STEP 3
1145.01 BARRICADES
- CONSTRUCT PROPOSED -L- STA. 14+20 TO STA. 16+80 UP TO BUT
NOT INCLUDING
PAVEMENT EDGE DROP OFF REQUIREMENTS
THE FINAL SURFACE LAYER.
- CONSTRUCT PROPOSED -L- STA. 13+20 TO STA. 14+20, -L- STA.
16+80 TO
A) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING
STA. 18+00 AND -Y1- STA. 10+00 TO STA. 11+00 UP TO BUT NOT
INCLUDING THE
PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN
FINAL SURFACE LAYER.
EDGE OF PAVEMENT DROP-OFF AS FOLLOWS:
STEP 4
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH
POSTED SPEED LIMITS LESS THAN 45 MPH.
- PLACE THE FINAL SURFACE LAYER, PAVEMENT MARKINGS ON -L- STA. 13+20 TO
STA. 18+00 AND -Y1- STA. 10+00 TO STA. 11+00.
BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE
ENGINEER, AT NO EXPENSE TO THE DEPARTMENT.
STEP 5
LE GE1VD
B) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES
- REMOVE TEMPORARY TRAFFIC CONROL DEVIECES AND OPEN -L- PINDELL
AVE.
OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING
AND -Y1- LOVE RD. TO PROPOSED TWO-LANE, TWO-WAY TRAFFIC PATTERN.
"UNEVEN LANES"SIGNS (W8-11) IN ADVANCE AND A MINIMUM
GENERAL
TEMPORARY SIGNING
OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA.
DIRECTION OF TRAFFIC FLOW
PORTABLE SIGN
TRAFFIC PATTERN ALTERATIONS
­0�0— DIRECTION OF PEDESTRIAN TRAFFIC FLOW
STATIONARY SIGN
C) NOTIFY THE ENGINEER TWENTY ONE (21) CALENDAR DAYS PRIOR TO ANY
LOCAL NOTES
----------- EXIST. PVMT.
TRAFFIC PATTERN ALTERATION.
�'❑ STATIONARY OR PORTABLE SIGN
1. ENSURE THAT UNION COUNTY EMERGENCY SERVICES AND
NORTH ARROW
SIGNING
PUBLIC SCHOOLS ARE NOTIFED AT LEAST ONE MONTH PRIOR TO
PAVEMENT MARKING SYMBOLS
ROAD CLOSURE.
PROPOSED PVMT.
D) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE ROAD ACCORDING TO THE
TEMP. SHORING
t PAVEMENT MARKING SYMBOLS
ROADWAY STANDARD DRAWINGS AND TRAFFIC CONTROL PLANS.
2. LOCAL ACCESS TO ALL RESIDENCES AND BUSINESSES WILL BE
(LOCATION PURPOSES ONLY)
MAINTAINED BETWEEN CLOSURE POINTS AT ALL TIMES DURING
TRAFFIC CONTROL DEVICES
PROVIDE SIGNING REQUIRED FOR THE OFF -SITE DETOUR ROUTE AS SHOWN IN THE
CONSTRUCTION.
WORK AREA
®
TRAFFIC CONTROL PLANS.
BARRICADE (TYPE III)
®
E) THE CONTRACTOR WILL COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED
CONE
TO CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION.
DRUM
THE CONTRACTOR WILL COVER OR REMOVE ALL SIGNS REQUIRED FOR THE OFF -SITE
r TEMPORARY CRASH CUSHION
DETOUR WHEN THE DETOUR IS NOT IN OPERATION.
FLASHING ARROW BOARD
/
F) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY
FLAGGER
TRAFFIC PATTERN.
PAVEMENT MARKINGS
LAW ENFORCEMENT
EXISTING LINES
��XD TRUCK MOUNTED ATTENUATOR
TRAFFIC CONTROL DEVICES
TEMPORARY LINES
(TMA)CHANGEABLE
H) PLACE TYPE III BARRICADES, CLOSED"SIGN "ROAD CLOSEDSIGN R11-2
MESSAGE SIGN
ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY.
SIGNALS
------
PAVEMENT MARKERS
T
EXISTING PROPOSED ETEMPORARY
❑ CRYSTAL/CRYSTAL
a M
------, P
CRYSTAL/RED
♦ YELLOW/YELLOW
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
SEAL
y 035021
%�❑ , F`NG I NEB`- : ��❑:
DATE:
PE NO.
DESIGNED BY: H. HARKEN RIDER
CDm
CITY OF MONROE ENGINEERING DEPARTMENT
PROJECT NO.215951
DRAWN BY: M.000PER
SHEETCHK'DBY: K. PERSIANI
Smith
MONROE, NORTH CAROLINA
TRAFFIC MANAGEMENT PLAN
SHEET NO.
CROSS CHK'D BY: K. PERSIANI
APPROVEDBY: H. HARKENRIDER
DATE: JULY 2023
4600 Park Road Suite 240
Charlotte, NC 28209 1 Tel: [phone]
NC License No. F-1255
P I N E D E L L AVENUE
CULVERT REPLACEMENT
STANDARDS, LEGEND, GENERAL NOTES
AND PHASING NOTES
TMP-1
REV.
DATE
DRWN
CHKD
REMARKS
NO.
11
1VA
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ROADWAY STANDARD DRAWING IPAVEMENT MARKING NOTESI SIGNING NOTES
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS It _
PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE
CONSIDERED A PART OF THESE PLANS:
STD. NO. TITLE
Cn 904.10
904.50
U
1 1205.01
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7
1205.04
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1205.11
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1250.01
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1261.02
1262.01
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PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
PAVEMENT MARKINGS - TWO-LANE AND MULTILANE ROADWAYS
RAISED PAVEMENT MARKERS - INSTALLATION SPACING
RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY
GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING
GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING
GUARDRAIL END DELINEATION
BEGIN PROJECT
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15
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W13-1
24" X 24"
U)
m
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3m
■ ■
�v
1
ONE ►►U►► POST PER SIGN
DESIGNED BY: H. HARKENRIDER
DRAWN BY: M.000PER
SHEET CHK'D BY: K. PERSIANI
CROSS CHK'D BY: K. PERSIANI
APPROVED BY: H. HARKENRIDER
DATE: JULY 2023
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF
THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN,
OR DIRECTED BY THE ENGINEER.
A) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE
AS FOLLOWS:
ROAD NAME
PINEDELL AVE
LOVE RD.
MARKING
THERMOPLASTIC
THERMOPLASTIC
MARKER
RAISED MARKERS
RAISED MARKERS
B)
TIE PROPOSED PAVEMENT MARKING LINES TO
EXISTING
PAVEMENT
MARKING LINES.
C)
REMOVE/REPLACE ANY CONFLICTING/DAMAGED
PAVEMENT
MARKINGS
AND MARKERS.
PAVEMENT
MARKING SCHEDULE
SYMBOL DESCRIPTION
T1 WHITE LINE, RR X (1613 120 MILS)
T2 WHITE STOPBAR (24"3 120 MILLS)
TI YELLOW DOUBLE CENTER (41, 120 MILS)
TA WHITE EDGELINE (41?
3 90 MILS)
UI ALPHANUMERIC CHAR.
,403 QUANITY REQ'D 1
SPEED
LIMIT
25
R2 —1
2 4" X 3 0"
MOUNT BELOW SIGN 401 IN 1 INSTALLATION
ONE ►►U►► POST PER SIGN
CDm_
Smith
4600 Park Road Suite 240
Charlotte, NC 28209 1 Tel: [phone]
NC License No. F-1255
TI
GREU—TL-3
GREu TL-3
11'
------------
� II
CO v I
/" W
m II/
z 1
o II II
,404 QUANITY REQ'D 1
STOP
R1-1
ONE ►►U►► POST PER SIGN
UI
. SIGNS FURNISHED BY STATE
. ALL TYPE 'D' SIGNS SHALL BE MOUNTED ON TWO U-CHANNEL POSTS UNLESS
OTHERWISE INDICATED ON THE PLANS.
. IF REMOVAL OR RELOCATION OF SIGNS ON PRIVATE STREET (NON -STATE OR NON -CITY
MAINTAINED) IS REQUIRED DUE TO CONSTRUCTION, THE CONTRACTOR
SHALL INFORM THE ENGINEER. THE WORK WILL BE COMPLETED BY OTHERS.
. WHEN NOT STATIONED OR DIMENSIONED ON PLANS, ALL 'E' AND 'F' SIGNS
. ALL EXISTING SIGNS ON "U" CHANNEL POST WITHIN THE PROJECT LIMITS SHALL BE
REMOVED AND DISPOSED OF UNLESS OTHERWISE NOTED ON PLANS.
. WHEN EXISTING SIGNS ARE REMOVED AND INSTALLED ON NEW SUPPORTS,
THE RE -ERECTION SHALL IMMEDIATELY FOLLOW THE REMOVAL.
. THE BACKGROUND FOR TYPE E & F SIGNS SHALL BE TYPE C REFLECTIVE SHEETING.
. SEE ROADWAY PLANS FOR GUARD/GUIDE RAIL DETAILS.
END PROJECT
-L- STA. 18+00.00
TIE TO EXISTING
TA
T1
T
T2
�,405 QUANITY REQ'D 1
W10-1
3 6" D IA.
ONE ►►U►► POST PER SIGN
CITY OF MONROE ENGINEERING DEPARTMENT
MONROE, NORTH CAROLINA
PINEDELL AVENUE
CULVERT REPLACEMENT
NOTES:
1. DISPOSAL OF SIGN SYSTEM, U-CHANNEL,
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
PAVEMENT MARKING AND SIGNING PLAN SHEET
SEAL
y 035021
%hIle
I NEB`- : ���:
DATE:
PE NO.
PROJECT NO. 215951
SHEET NO.
PMP-1